
Peridynamics is a new approach to continuum mechanics. There has been rapid progress in peridynamics research, especially in recent years. In this review study, recent advances in peridynamics research were summarised. A large number of studies were considered and classified into different categories ranging from additive manufacturing, artificial intelligence and machine learning, composite materials, fatigue, functionally graded materials, impact, reduced order modelling, structural health monitoring, topology optimisation, and many more. Finally, some future directions were highlighted.
Citation: Erkan Oterkus, Selda Oterkus. Recent advances in peridynamic theory: A review[J]. AIMS Materials Science, 2024, 11(3): 515-546. doi: 10.3934/matersci.2024026
[1] | Wenshun Sheng, Jiahui Shen, Qiming Huang, Zhixuan Liu, Zihao Ding . Multi-objective pedestrian tracking method based on YOLOv8 and improved DeepSORT. Mathematical Biosciences and Engineering, 2024, 21(2): 1791-1805. doi: 10.3934/mbe.2024077 |
[2] | Paola Goatin, Matthias Mimault . A mixed system modeling two-directional pedestrian flows. Mathematical Biosciences and Engineering, 2015, 12(2): 375-392. doi: 10.3934/mbe.2015.12.375 |
[3] | Alessandro Corbetta, Adrian Muntean, Kiamars Vafayi . Parameter estimation of social forces in pedestrian dynamics models via a probabilistic method. Mathematical Biosciences and Engineering, 2015, 12(2): 337-356. doi: 10.3934/mbe.2015.12.337 |
[4] | Chun-Chao Yeh, Ke-Jia Jhang, Chin-Chun Chang . An intelligent indoor positioning system based on pedestrian directional signage object detection: a case study of Taipei Main Station. Mathematical Biosciences and Engineering, 2020, 17(1): 266-285. doi: 10.3934/mbe.2020015 |
[5] | Songlin Liu, Shouming Zhang, Zijian Diao, Zhenbin Fang, Zeyu Jiao, Zhenyu Zhong . Pedestrian re-identification based on attention mechanism and Multi-scale feature fusion. Mathematical Biosciences and Engineering, 2023, 20(9): 16913-16938. doi: 10.3934/mbe.2023754 |
[6] | Martin Baurmann, Wolfgang Ebenhöh, Ulrike Feudel . Turing instabilities and pattern formation in a benthic nutrient-microorganism system. Mathematical Biosciences and Engineering, 2004, 1(1): 111-130. doi: 10.3934/mbe.2004.1.111 |
[7] | Raimund Bürger, Paola Goatin, Daniel Inzunza, Luis Miguel Villada . A non-local pedestrian flow model accounting for anisotropic interactions and domain boundaries. Mathematical Biosciences and Engineering, 2020, 17(5): 5883-5906. doi: 10.3934/mbe.2020314 |
[8] | F. Berezovskaya, G. Karev, Baojun Song, Carlos Castillo-Chavez . A Simple Epidemic Model with Surprising Dynamics. Mathematical Biosciences and Engineering, 2005, 2(1): 133-152. doi: 10.3934/mbe.2005.2.133 |
[9] | Sebastien Motsch, Mehdi Moussaïd, Elsa G. Guillot, Mathieu Moreau, Julien Pettré, Guy Theraulaz, Cécile Appert-Rolland, Pierre Degond . Modeling crowd dynamics through coarse-grained data analysis. Mathematical Biosciences and Engineering, 2018, 15(6): 1271-1290. doi: 10.3934/mbe.2018059 |
[10] | Gunog Seo, Mark Kot . The dynamics of a simple Laissez-Faire model with two predators. Mathematical Biosciences and Engineering, 2009, 6(1): 145-172. doi: 10.3934/mbe.2009.6.145 |
Peridynamics is a new approach to continuum mechanics. There has been rapid progress in peridynamics research, especially in recent years. In this review study, recent advances in peridynamics research were summarised. A large number of studies were considered and classified into different categories ranging from additive manufacturing, artificial intelligence and machine learning, composite materials, fatigue, functionally graded materials, impact, reduced order modelling, structural health monitoring, topology optimisation, and many more. Finally, some future directions were highlighted.
This work is part of a larger recent research initiative oriented towards investigating the evacuation behavior of crowds of pedestrians where the geometry in which the dynamics takes place is partly unknown and possibly also with limited visibility. Such scenarios are encountered for instance when catastrophic situations occur in urban environments (e.g., in large office spaces), in tunnels, within underground spaces and/or in forests in fire. We refer the reader, for instance, to [1,2,3,4,5] and references cited therein, as well as to our previous results; see e.g. [6]. Experimental information in this context is provided, for instance, in [7] and [8] (also in connection with what is usually referred to as "faster-is-slower" effect). In the current framework, our hypothesis is that the crowd under consideration is always heterogeneous in the sense that some part of the population is well informed about the details of the geometry of the location and corresponding exits as well as of the optimal escape routes and consequently adapts its motion strategy, while the rest of the population has a passive attitude and move without following a precise strategy. This is exactly the standing assumption we have investigated in [9,10] for a dynamics in smoke scenario.
It turns out that in situations where the information can only difficultly be transmitted from pedestrian to pedestrian (like when large crowds are present and/or if the geometry of the evacuation is largely unknown or invisible and/or groups are not able to act rationally), the use of leaders to guide crowds towards the exists might not always be possible, or it works inefficiently. In such cases, leadership is not essential to speed up evacuation*. So, what can then be still done to improve evacuations for such unfavorable conditions, i.e. to decrease the evacuation time of the overall crowd? One of the main points we want to make here is the following: Even if information cannot be transmitted within the crowd, simply having a suitable fraction of informed pedestrians speeds up the overall evacuation time.
* This is contrary to situations like those described on [17], where leadership is an efficient crowd management mechanism. Yet, often in pedestrian crowds there are no obvious leaders, such as those present, for instance, in political demonstrations. There is contrary evidence concerning the efficiency of the leadership in managing crowds. For instance, sometimes artists (who could be seen as leaders of crowds) have wrongly been accused of working against safety personnel or police. A famous example is that of the band Pearl Jam at the Roskilde Festival in 2001. A number of people died and responsibility was placed on the band and their actions. The inquiry that came later then altered this view. See some information on this matter can be found via https://uproxx.com/music/pearl-jam-roskilde/. Another example dates back to the 1989 Hillsborough Disaster. Using Hillsborough literature, police accused the crowds in the wake of the tragic event but, almost 30 years later, all accusations were dropped and blame was heavily placed on police and organisation. This article seems to cover it: https://www.tandfonline.com/doi/full/10.1080/1466097042000235209?casa_token=O7xM8m5HQScAAAAA:AU8DNl8LPnuSv5a01w0iw3WXEXA2AHDE95M7szy6WAkzoql4v0c2Niv44wQK5WC1eDg_qYbNFJPLLA.
We study the typical time needed by a heterogeneous crowd of pedestrians to escape a dark room. The heterogeneity of the crowd is incorporated in the fact that we consider two pedestrian species, the active and the passive one, i.e., those who know the location of the exit and those who do not. Using a lattice–type model, we show that the presence of pedestrians aware of the location of the exit helps the unaware companions to find the exit of the room even in absence of any information exchange among them. This effect will be called drafting and it has a twofold interpretation: ⅰ) active particles, quickly moving towards the exit, will leave a wake of empty sites in which the unaware particles can jump in, so that they are guided to the exit; ⅱ) active pedestrians, in their rational motion towards the exit, push their passive companions to the exit as well. People belonging to the same group do not necessarily have to move together or coherently, for they only share the same dynamical rules. In other words, the motion of one pedestrian is not directly affected by the motion of the pedestrians belonging to the same group. The sole interaction we consider here is the hard–core repulsion between any pair of pedestrians, regardless of their group. In this sense the situation we have in mind is different from the one considered in some experiments, where people in the same social group move coherently and not independently [7].
We refer the reader to for instance to [11,12,13] for some level of details on crowd dynamics modelling and to [14,15,16] for relevant works regarding the handling of the presence of the obstacles and the way they affect the pedestrian motion. Mind also that similar situations appear frequently also in soft matter physics cf. e.g. [18].
The reminder of the paper is organized as follows. In Section 2 we define the model. Section 3 is devoted to the study of the evacuation time. In Section 4 a slightly modified version of the model is considered, so that a not trivial stationary state is reached. For such a model the stationary exit flux is thus studied. In Section 5, we summarize our conclusions and give a glimpse of possible further research.
The room is the square lattice Λ={1,…,L}×{1,…,L}⊂Z2 of side length L, with L an odd positive integer number, see Figure 1. An element x=(x1,x2) of the room Λ is called site or cell. Two sites x,y∈Λ are said nearest neighbor if and only if |x−y|=1. We conventionally call horizontal the first coordinate axis and vertical the second one. The words left, right, up, down, top, bottom, above, below, row, and column will be used accordingly. We call exit a set of wex pairwise adjacent sites, with wex an odd positive integer smaller than L, of the top row of the room Λ symmetric with respect to its median column. In other words, the exit is a centered slice of the top row of the room mimicking the presence of an exit door. The number wex will be called width of the exit. Inside the top part of the room we define a rectangular interaction zone, namely, the visibility region V, made of the first Lv top rows of Λ, with the positive integer Lv≤L called depth of the visibility region. By writing Lv=0, we refer to the case in which no visibility region is considered.
We consider two different species of particles, i.e., active and passive, moving inside Λ (we shall sometimes use in the notation the symbols A and P to respectively refer to them). Note that the sites of the external boundary of the room, that is to say the sites x∈Z2∖Λ such that there exists y∈Λ nearest neighbor of x, cannot be accessed by the particles. The state of the system will be a configuration η∈Ω={−1,0,1}Λ and we shall say that the site x is empty if ηx=0, occupied by an active particle if ηx=1, and occupied by a passive particle if ηx=−1. The number of active (respectively, passive) particles in the configuration η is given by nA(η)=∑x∈Λδ1,ηx (resp. nP(η)=∑x∈Λδ−1,ηx), where δ⋅,⋅ is Kronecker's symbol. Their sum is the total number of particles in the configuration η.
The dynamics in the room is modeled via a simple exclusion random walk with the two species of particles undergoing two different microscopic dynamics: the passive particles perform a symmetric simple exclusion dynamics on the whole lattice, while the active particles, on the other hand, perform a symmetric simple exclusion walk outside the visibility region, whereas inside such a region they experience a drift pushing them towards the exit. In other words, the whole room is obscure for the passive particles, while, for the active ones, only the region outside the visibility region is obscure.
What concerns this precise setup, the dynamics is incorporated in the continuous time Markov chain η(t) on Ω with rates c(η,η′) defined as follows: Let ε≥0 be the drift; for any pair x=(x1,x2),y=(y1,y2) of nearest neighbor sites in Λ we set ϵ(x,y)=0, excepting the following cases in which we set ϵ(x,y)=ε:
– x,y∈V and y2=x2+1, namely, x and y belong to the visibility region and x is below y;
– x,y∈V and y1=x1+1<(L+1)/2, namely, x and y belong to the left part of the visibility region and x is to the left with respect to y;
– x,y∈V and y1=x1−1>(L+1)/2, namely, x and y belong to the right part of the visibility region and x is to the right with respect to y.
Next, we let the rate c(η,η′) be equal
– to 1 if η′ can be obtained by η by replacing with 0 a −1 or a 1 at the exit (particles leave the room);
– to 1 if η′ can be obtained by η by exchanging a −1 with a 0 between two neighboring sites of Λ (motion of passive particles inside Λ);
– to 1+ϵ(x,y) if η′ can be obtained by η by exchanging a +1 at site x with a 0 at site y, with x and y nearest neighbor sites of Λ (motion of active particles inside Λ);
– to 0 in all the other cases.
The infinitesimal generator L acts on continuous bounded functions f:Ω→R as
L(η)=∑η′∈Ωc(η,η′)[f(η′)−f(η)]. | (2.1) |
The probability measure induced by the Markov chain started at η is denoted by Pη and the related expectation is denoted by Eη. We refer to [19,20] where similarly–in–spirit models are described mathematically in a rigorous fashion.
The initial number of active (respectively, passive) particles is denoted by NA=nA(ηx(0)) (respectively, NP=nP(ηx(0))). We also let N=NA+NP be the initial total number of particles.
For any choice of the initial configuration η(0) in Ω, the process will eventually reach the empty configuration 0_ corresponding to zero particles in the room which is an absorbing point of the chain.
As alternative working scenario, we will study the dynamics described above also in the presence of a solid obstacle hindering the pedestrian flow in the room. The obstacle is made of an array of sites permanently occupied by fictitious particles. In such a way these sites are never accessible to the actual interacting particles within our system.
The dynamics in both the presence and in the absence of the obstacle is the same and all the parameters have the same meaning and take similar values. In other words, we are implicitly assuming that the presence of the obstacle does not affect the pedestrian behavior: the obstacle is simply a barrier that must be avoided by the walking pedestrian.
Although, in principle, there is no restriction on the choice of the obstacle geometry, in this framework we always consider centered squared obstacles. A thorough investigation of the effect of the choice of obstacle geometry on the evacuation time for mixed pedestrian populations moving thorough partially obscure rooms deserves special attention and will be done in a forthcoming work.
We simulate this process using the following scheme: at time t we extract an exponential random time τ with parameter the total rate ∑ζ∈Ωc(η(t),ζ) and set the time equal to t+τ. We then select a configuration using the probability distribution c(η(t),η)/∑ζ∈Ωc(η(t),ζ) and set η(t+τ)=η.
As we have already pointed out in Section 1, the main goal of the paper is to detect drafting in pedestrian flows, namely, identify situations when the evacuation of passive particles is favored by the presence of the active ones, even if no leadership or other kind of information exchange is allowed. We expect that this phenomenon will be effective, provided the active particles will spend a sufficiently long time in the room. This seems to help efficiently passive particles to escape. This effect is illustrated in the Figures 2 and 3, where we show the configuration of the system at different times both in the absence, and respectively, in the presence of an obstacle. Indeed, the sequences of configurations show that, though the evacuation of active particles is faster than that of the passive ones, even at late times the fraction of active particles is still reasonably high.
Consider the dynamics defined in Section 2, given a configuration η∈Ω. We let τη be the first hitting time to the empty configuration, i.e.
τη=inf{t>0:η(t)=0_}, | (3.1) |
for the chain started at η. Given a configuration η∈Ω, we define the evacuation time starting from η as
Tη=Eη[τη]. | (3.2) |
We have defined the evacuation time as the time needed to evacuate all the particles initially in the system, that is to say the evacuation time is the time at which the last particle leaves the room. In this section as well as in the next one, we study numerically the evacuation time for a fixed initial random condition and then produce various realizations of the process for specific values of the initial drift ε and of the visibility depth Lv. To this end, we consider two geometrically different situations: (ⅰ) the empty roomand (ⅱ) the room with a squared obstacle positioned at the center.
We consider the system defined in Section 2 for L=15 (side length of the room), wex=7 (exit width), NP=70 (initial number of passive particles) NA=0,70 (initial number of active particles) Lv=2,5,7,15 (visibility depth), and ε=0.1,0.3,0.5 (drift). More details are provided in the figure captions.
All the simulations are done starting the system from the same initial configuration chosen once for all by distributing the particle at random with uniform probability. More precisely, two initial configurations are considered, one for the case NP=70 and NA=0 and one for the case NP=70 and NA=70, chosen in such a way that in the two cases the initial positions of the passive particle is the same, see Figure 4 for a schematic illustration.
We then compute the time needed to evacuate all the particles initially in the systems and, by averaging over 105 different realizations of the process, we compute a numerical estimate of the evacuation time (3.2) for the chosen initial condition. Results are reported in Figure 5.
The main result of our investigation is the following: the evacuation time Tη corresponding to the initial configuration with active particles (see the illustration (b) in Figure 4) is less than that corresponding to the initial configuration with sole passive particles (see the illustration (a) in Figure 4). This result is non–trivial since our lattice dynamics is based on a hard core exclusion principle [20] – the motion of particles towards the exit is hindered by the presence of nearby particles. In the context of this work, we refer to this phenomenon as drafting, marking this way the analogy with the drafting or aerodynamic drag effect encountered by pelotons of cyclists racing towards the goal; we refer the reader, for instance, to [21,22] and references cited therein, for wind tunnel and computational evidence on drafting. It is crucial to note that the presence of active particles is essential for the onset of this phenomenon: if all active particles in the configuration (b) in Figure 4 (represented by the red pixels) were replaced by passive ones (blue pixels), the evacuation time would clearly become larger than with the configuration (a). This is essentially due to the exclusion constraint of the lattice gas dynamics.
In the left panel in Figure 5, the dependence of the evacuation time on the drift ε is shown. Open symbols refer to the evacuation time for NP=70 and NA=70; for each value of ϵ we repeat the measure of the evacuation time also for a system in which only passive particles are present. We then obtain the sequence of solid disks reported in the figure which is approximatively constant, since the dynamics of the passive particles does not depend on ε. We observe that the small fluctuations visible in the data represented by solid disks Figure 5 come from considering averages over a finite number of different realizations of the process (all starting from the given initial configuration).
Since the number particles in the initial configuration in the experiments with the presence of active particles is double with respect to that considered in the case of only passive particles, one would expect a larger evacuation time. This is indeed the case for a small visibility depth, i.e. for Lv=2. In such a case, it is worth noting that the evacuation time decreases when the drift is increased as it is in fact reasonable since a larger drift favors the fast evacuation of active particles, but it remains larger than the evacuation time in absence of active particles for all the values of ε that we considered. On the other hand, for larger values of the visibility depth, as long as the drift is large enough, the evacuation time in the presence of active particles becomes smaller than the one measured in the presence of only passive particles.
This effect is rather surprising. It can interpreted by saying that the presence of active particles, which have some information about the location of the exit, helps passive particles to evacuate the room even if no information exchange is allowed, and, mostly, even in presence of the exclusion constraint of the lattice gas dynamics. Indeed, passive particles continue their blind symmetric dynamics, nevertheless their evacuation time is reduced. The sole interaction among passive and active particles is the exclusion rules, hence one possible interpretation of this effect is that active particles, while walking toward the exit, leave behind a sort of empty sites wake. Passive particles, on the other hand, can benefit of such an empty path and be thus blindly driven towards the exit. A different interpretation is that passive particles, due to the exclusion rule, are pushed by active particles towards the exit.
In the right panel of Figure 5, for the same choices of parameters and initial conditions, we show the evacuation time as a function of the visibility depth Lv for several values of the drift ε. Data can be discussed similarly as we did for those plotted in the left panel of the same figure: for small drift, and for any choice of the visibility length, the evacuation time in presence of active particles is larger than the one measured with sole passive particles. But, if the drift is increased, for a sufficiently large visibility depth, the evacuation time in presence of active particles becomes smaller than the one for sole passive particles though the total number of particles to be evacuated is doubled. As before we interpret these data as an evidence of the presence of the drafting effect.
Remarkably, for sufficiently large drift ε, the evacuation time is not monotonic with respect to the visibility depth. In other words, there is an optimal value of Lv which minimizes the evacuation time. The fact that for Lv too large, i.e., comparable with the side length of the room, the evacuation time increases with Lv can be explained remarking that if active particles exit the system too quickly then passive particles, left alone in the room, evacuate it with their standard time. Hence, the drafting effect is visible as long as the parameters ε and Lv make the motion of the active particles towards the exit enough faster than that of passive particles, but not too fast. Indeed, if the active particles move too slowly, they behave as passive ones: this would make the evacuation time larger, due to the standard exclusion constraint of our lattice gas dynamics. On the other hand, if the active particles move too fast, passive particles remain soon alone on the lattice, therefore the evacuation time relative to the configuration of type (b) in Figure 4 reduces to that relative to the configuration of type (a).
Before concluding this Section, we shall also highlight the effect of varying the relative amount of active and passive particles in the initial configuration. In Figure 6 we also present the average evacuation times for the cases with NP=70, NA=35 and NP=140, NA=0, for two different values of Lv. One readily notices that when the number of passive particles is doubled (case NP=140 and NA=0) the evacuation time increases and it obviously results to be independent of ε and Lv. For small visibility depth (Lv=2 in the left panel in Figure 6) the evacuation time for the case NA=35 and NP=70 is smaller than the one mesured in the case NA=70 and NP=70 for any ε and shows a monotonic decrease. The results are more interesting for larger visibility depth (Lv=7 in the right panel in Figure 6): if the drift ε is large enough, namely, larger than about 0.2, the total evacuation time in presence of active particles becomes smaller than the one measured for sole passive particles both for the case NA=35 and NP=70 and NA=70 and NP=70, that is to say, in both cases the drafting effect shows up. More interestingly, the evacuation time is smaller in the case in which more active particles are present (open circles in the picture): this is a sort of signature of the drafting effect.
Simulations similar with those described in Section 3.1 have been run in presence of a centered square obstacle made of 5×5 sites of the room not accessible by both active and passive particles. As before, we have computed the evacuation time in such a case and results are reported in Figure 7.
It is immediate to remark that plots in Figure 7 are very similar to those shown in Figure 5. Our interpretation of the results is then the same. We just mention that the vertical scale is slightly different and we notice that, in presence of an obstacle, the drafting effect is slightly increased. The fact that the presence of an obstacle with suitable geometry can favor the evacuation of a room is a fact already established in the literature, see, e.g., [6,14,15,16] and references therein.
To detect non–trivial behaviors as time elapses beyond a characteristic walking timescale, we consider now a modified version of the model proposed in Section 2. Essentially, the current situation is as follows: Particles exiting the system are introduced back in one site, randomly chosen among the empty sites of the room so that the total number of active and passive particles is approximatively kept constant during the evolution. This way, the system reaches a final stationary state and in such a state we shall measure the flux of exiting active and passive particles.
The main idea is to add a reservoir in which particles exiting the room are collected. Particles in the reservoir are then introduced inside Λ with rates depending on the number of particles in such a reservoir and on the number of empty sites in the room.
More precisely, recall the definition of the number of active and passive particles nA(η) and nP(η) in the configuration η and fix two non–negative integer numbers NA and NP. Consider the Markov process defined in Section 2 with an initial configuration with total number of active and passive particles respectively equal to NA and NP and rates c(η,η′), for η,η′∈Ω, defined as in Section 2 with the following modification:
– if η′ can be obtained by η by adding a +1 at an empty site x then c(η,η′)=[NA−nA(η)]/(L2−nA(η)−nP(η)) (moving an active particle from the reservoir to an empty site in the room);
– if η′ can be obtained by η by adding a −1 at an empty site x then c(η,η′)=[NP−nP(η)]/(L2−nA(η)−nP(η)) (moving a passive particle from the reservoir to an empty site in the room).
At time t, the quantities NA−nA(η(t)) and NP−nP(η(t)) represent the number of active, and respectively, passive particles in the reservoir at time t, whereas L2−nA(η(t))−nP(η(t)) is the number of empty sites of the room at time t.
With these changes in the definition of the rate, the total number of particles in the system (considering the room and the reservoir) is conserved. The number of particles in the room, on the other hand, will fluctuate due to the fact that particles can accumulate in the reservoir.
In the study of this dynamics, the main quantity of interest is the stationary outgoing flux or current which is the value approached in the infinite time limit by the ratio between the total number of particle that in the interval (0,t) jumped from the exit to the reservoir and the time t.
We consider the system defined in Section 4 for L=15 (side length of the room), wex=7 (exit width), NP=70 (number of passive particles) NA=0,70 (number of active particles) Lv=2,5,7,15 (visibility depth), and ε=0.1,0.3,0.5 (drift). More details on the selected parameters regimes are provided in the figure captions.
As in Section 3.1, all the simulations share the same initial configuration obtained by distributing the particle at random with a uniform probability. More precisely, two initial configurations are considered, one for the case NP=70 and NA=0 and one for the case NP=70 and NA=70, chosen in such a way that in the two cases the initial positions of the passive particle is the same, see Figure 4.
We then let the system evolve and compute the ratio of the number of particles jumping from the exit to the reservoir to time. We consider, in particular, the flux of passive particles, in absence and in presence of the active ones. This observable fluctuates until it approaches a roughly constant value after about k=6.36×107 MC steps (corresponding, approximately, to time 328342) is reached. Our results are reported in Figure 8.
We show the dependence of the stationary flux of passive particles on the drift ε in the left panel of Figure 8. Open symbols refer to the flux for NP=70 and NA=70; for each value of ϵ we repeat the measure of the flux time also for a system in which only passive particles are present. We then obtain the sequence of solid disks reported in the figure which is approximatively constant, since the dynamics of the passive particles does not depend on ε.
In the right panel of Figure 8, for the same choices of parameters and initial conditions, we show the stationary flux as a function of the visibility depth Lv for several values of the drift ε.
Both figures exhibit firstly an increase of the flux in presence of active particles at zero drift or zero visibility depth with respect to the case in which only passive particles are present (filled disks in Figure 8. This situation can be understood by considering that, despite the exclusion constraint of the lattice gas dynamics, doubling the number of particles can justify the increase of the flux at zero drift, if no complete clogging is reached. It is instructive to follow the sequence of empty symbols in Figure 8 for increasing values of ε or Lv. Note that an increase of the drift yields a monotonic increase of the stationary flux as long as the visibility depth is not too large. In fact, the monotonic increase of the flux is not observed with Lv=15 (see the open squares in the left panel). This means that in the presence of such a large visibility depth the evacuation of the passive particles can be hindered by the presence of active particles if the drift is not large enough.
A quite interesting and a priori unexpected fact is the non–monotonicity of the stationary flux with respect to the visibility depth: this can be seen by looking at the different curves in the left panel and it is also put in evidence in the plots of the right panel.
It is also worth looking at the behavior of the transient fluxes as functions of time in the same evacuation set-up discussed earlier in Section 3, in which no external particle reservoir is included. To this aim, for a given initial condition, we averaged the flux of passive particles over 103 different realizations of the process. Coherently with the behavior observed for the stationary fluxes in Figure 8, we notice once more that the presence of active particle enhances the outgoing flux of passive particles, for all the considered values of ε and Lv, this being again a trace of the underlying drafting phenomenon.
To get a deeper insight in this interesting effect, we show in Figure 10 the stationary occupation number profile. To obtain these results, we have run the dynamics for a sufficiently long time (order of 6.36×107 MC steps) so that the system reaches the stationary state. Starting off from that time, we have averaged the occupation number |ηx(t)| over time at each site of the room. The resulting function takes values between zero and one; see Figure 10 for an illustration.
The plots indicate that for large drift and large visibility depth that clogging along the median vertical line can take place. the occurrence of such clogging situations partly explain the not–monotonic behavior of the stationary flux with varying the visibility depth.
The emergence of the central clogging is related to the large value of the drift pointing towards the central direction. This phenomenon reminds the faster–is–slower behavior already pointed out in the literature [23,24], even if in this case the origin of the phenomenon can be traced back to the intensity of the drift rather than to the pedestrian speed.
Simulations similar with those described in Section 4.1 have been run in presence of a centered square obstacle made of 5×5 sites of the room not accessible by both active and passive particles. As before, we have computed the stationary flux and our results are reported in Figure 11.
The results plotted in Figures 11 and 12 are very similar to those shown in Figure 8 and 10. Our interpretation of the results is essentially the same. Mind though that, in order to reach the stationary state, we had to run the dynamics for a larger time than in the case of the empty room model (i.e., of order of 9.0×107 MC steps). Also from the point of view of the computed stationary flux measures, our results suggest that the presence of the obstacle slightly favors the exit of particles from the room. This was noted in Section 3.2 in connection with the evacuation time measurements; see also [6,14,15,16].
Comparing Figures 8 and 11 one realizes that the dependence of the stationary flux on the drift and on the visibility depth is milder. This fact can be explained remarking that the phenomenon of accumulation of particles along the median vertical line of the room discussed in Section 4.1 is less evident. Again, the obstacle seems to be keeping particles far apart so that clogging is reduced.
We studied the problem of the evacuation of a crowd of pedestrians from an obscure region. We start from the assumption that the crowd is made of both active and passive pedestrians. The hazardous motion of pedestrians due to lack of light and, possibly, combined also to a high level of stress is modeled via a simple random walk with exclusion. The active (smart, informed, aware, ...) pedestrians, which are aware of the location of the exit, are supposed to be subject to a given drift towards the exit, while the passive (unaware, uninformed) pedestrians are performing a random walk within the walking geometry and eventually evacuate if they accidentally find the exit. The particle system is strongly interacting via the site exclusion principle – each site can be occupied by only a single particle.
The main observable is the evacuation time as a function of the parameters caracterizing the motion of the aware pedestrians. We have found that the presence of the active pedestrians favors the evacuation of the passive ones. This is rather surprising since we explicitly do not allow for any communication among the pedestrians. This seems to be due to some sort of drafting effect. A drag seems to arise due to the empty spaces left behind by the active pedestrians moving towards the exit and naturally filled by the completely random moving unaware pedestrians.
We have also remarked that too smart active pedestrians can limit the drafting effect: indeed, if they exit the room too quickly the unaware pedestrian do not have the time to take profit of the wakes of empty side that they left during their motion towards the exit.
A promising research line concerns the investigation of evacuation times when different species of particles are assumed to choose among different exit doors. Such topic is relevant not only for urban situations but also for tunnel fires or for forrest fires expanding towards the neighborhood of inhabited regions.
The main open question in this context is the model validation. A suitable experiment design is needed to make any progress in this sense. This will be our target in forthcoming work.
With regards to the building up of the aerodynamic drag, it would also be interesting to verify the onset of the drafting phenomenon in lattice gas models in the presence of non–standard transport regimes leading to uphill diffusion of particles; see [25] (and references cited therein) for the study of such transport mechanisms.
ENMC and MC thank FFABR 2017 for financial support. We thank our collaborators Omar Richardson (Karlstad, Sweden) and Errico Presutti (Gran Sasso Science Institute, Italy) for very useful discussions on this and related topics, and Finn Nilson (Karlstad) for providing us with infos about the 2001 Roskilde Festival incident and the 1989 Hillsborough Disaster, mentioned in the footnote of p. 2.
There is no conflicts of interest.
[1] |
Javili A, Morasata R, Oterkus E, et al. (2019) Peridynamics review. Math Mech Solids 24: 3714–3739. https://doi.org/10.1177/1081286518803411 doi: 10.1177/1081286518803411
![]() |
[2] | Oterkus E (2022) Science of cracks: Fracture mechanics. IES J Eng 161: 38–44. |
[3] |
Silling SA (2000) Reformulation of elasticity theory for discontinuities and long-range forces. J Mech Phys Solids 48: 175–209. https://doi.org/10.1016/S0022-5096(99)00029-0 doi: 10.1016/S0022-5096(99)00029-0
![]() |
[4] | Madenci E, Oterkus E (2013) Peridynamic Theory and its Applications, New York: Springer. https://doi.org/10.1007/978-1-4614-8465-3 |
[5] |
Hartmann P, Weiß enfels C, Wriggers P (2021) A curing model for the numerical simulation within additive manufacturing of soft polymers using peridynamics. Comp Part Mech 8: 369–388. https://doi.org/10.1007/s40571-020-00337-2 doi: 10.1007/s40571-020-00337-2
![]() |
[6] |
Karpenko O, Oterkus S, Oterkus E (2021) Peridynamic investigation of the effect of porosity on fatigue nucleation for additively manufactured titanium alloy Ti6Al4V. Theor Appl Fract Mec 112: 102925. https://doi.org/10.1016/j.tafmec.2021.102925 doi: 10.1016/j.tafmec.2021.102925
![]() |
[7] |
Karpenko O, Oterkus S, Oterkus E (2022) Peridynamic analysis to investigate the influence of microstructure and porosity on fatigue crack propagation in additively manufactured Ti6Al4V. Eng Fract Mech 261: 108212. https://doi.org/10.1016/j.engfracmech.2021.108212 doi: 10.1016/j.engfracmech.2021.108212
![]() |
[8] |
Karpenko O, Oterkus S, Oterkus E (2022) Investigating the influence of residual stresses on fatigue crack growth for additively manufactured titanium alloy Ti6Al4V by using peridynamics. Int J Fatigue 155: 106624. https://doi.org/10.1016/j.ijfatigue.2021.106624 doi: 10.1016/j.ijfatigue.2021.106624
![]() |
[9] |
Kendibilir A, Kefal A, Sohouli A, et al. (2022) Peridynamics topology optimtion of three-dimensional structures with surface cracks for additive manufacturing. Comput Method Appl M 401: 115665. https://doi.org/10.1016/j.cma.2022.115665 doi: 10.1016/j.cma.2022.115665
![]() |
[10] |
Zhu J, Ren X, Cervera M (2023) Peridynamic buildability analysis of 3D-printed concrete including damage, plastic flow and collapse. Addit Manuf 73: 103683. https://doi.org/10.1016/j.addma.2023.103683 doi: 10.1016/j.addma.2023.103683
![]() |
[11] |
Yang Z, Ma CC, Oterkus E, et al. (2023) Analytical solution of 1-dimensional peridynamic equation of motion. J Peridyn Nonlocal Model 5: 356–374. https://doi.org/10.1007/s42102-022-00086-1 doi: 10.1007/s42102-022-00086-1
![]() |
[12] |
Yang Z, Ma CC, Oterkus E, et al. (2023) Analytical solution of the peridynamic equation of motion for a 2-dimensional membrane. J Peridyn Nonlocal Model 5: 375–391. https://doi.org/10.1007/s42102-022-00090-5 doi: 10.1007/s42102-022-00090-5
![]() |
[13] |
Yang Z, Naumenko K, Altenbach H, et al. (2022) Some analytical solutions to peridynamic beam equations. Z Angew Math Mech 102: e202200132. https://doi.org/10.1002/zamm.202200132 doi: 10.1002/zamm.202200132
![]() |
[14] |
Yang Z, Naumenko K, Ma CC, et al. (2022) Some closed form series solutions to peridynamic plate equations. Mec Res Commun 126: 104000. https://doi.org/10.1016/j.mechrescom.2022.104000 doi: 10.1016/j.mechrescom.2022.104000
![]() |
[15] |
Mikata Y (2019) Linear peridynamics for isotropic and anisotropic materials. Int J Solids Struct 158: 116–127. https://doi.org/10.1016/j.ijsolstr.2018.09.004 doi: 10.1016/j.ijsolstr.2018.09.004
![]() |
[16] |
Mikata Y (2023) Analytical solutions of peristatics and peridynamics for 3D isotropic materials. Eur J Mech A-Solid 101: 104978. https://doi.org/10.1016/j.euromechsol.2023.104978 doi: 10.1016/j.euromechsol.2023.104978
![]() |
[17] |
Kim M, Winovich N, Lin G, et al. (2019) Peri-net: Analysis of crack patterns using deep neural networks. J Peridyn Nonlocal Model 1: 131–142. https://doi.org/10.1007/s42102-019-00013-x doi: 10.1007/s42102-019-00013-x
![]() |
[18] |
Nguyen CT, Oterkus S, Oterkus E (2020) A peridynamic-based machine learning model for one-dimensional and two-dimensional structures. Continuum Mech Therm 35: 741–773. https://doi.org/10.1007/s00161-020-00905-0 doi: 10.1007/s00161-020-00905-0
![]() |
[19] |
Nguyen CT, Oterkus S, Oterkus E (2021) A physics-guided machine learning model for two-dimensional structures based on ordinary state-based peridynamics. Theor Appl Fract Mec 112: 102872. https://doi.org/10.1016/j.tafmec.2020.102872 doi: 10.1016/j.tafmec.2020.102872
![]() |
[20] |
Bekar AC, Madenci E (2021) Peridynamics enabled learning partial differential equations. J Comput Phys 434: 110193. https://doi.org/10.1016/j.jcp.2021.110193 doi: 10.1016/j.jcp.2021.110193
![]() |
[21] |
Xu X, D'Elia M, Foster JT (2021) A machine-learning framework for peridynamic material models with physical constraints. Comput Method Appl M 386: 114062. https://doi.org/10.1016/j.cma.2021.114062 doi: 10.1016/j.cma.2021.114062
![]() |
[22] |
Ning L, Cai Z, Dong H, et al. (2023) A peridynamic-informed neural network for continuum elastic displacement characterization. Comput Method Appl M 407: 115909. https://doi.org/10.1016/j.cma.2023.115909 doi: 10.1016/j.cma.2023.115909
![]() |
[23] |
Babu JR, Gopalakrishanan S (2024) Thermal diffusion in discontinuous media: A hybrid peridynamics-based machine learning model. Comput Struct 290: 107179. https://doi.org/10.1016/j.compstruc.2023.107179 doi: 10.1016/j.compstruc.2023.107179
![]() |
[24] |
Nguyen CT, Oterkus S (2019) Peridynamics formulation for beam structures to predict damage in offshore structures. Ocean Eng 173: 244–267. https://doi.org/10.1016/j.oceaneng.2018.12.047 doi: 10.1016/j.oceaneng.2018.12.047
![]() |
[25] |
Nguyen CT, Oterkus S (2019) Peridynamics for the thermomechanical behavior of shell structures. Eng Fract Mech 219: 106623. https://doi.org/10.1016/j.engfracmech.2019.106623 doi: 10.1016/j.engfracmech.2019.106623
![]() |
[26] |
Diyaroglu C, Oterkus E, Oterkus S (2019) An euler-bernoulli beam formulation in ordinary-state based peridynamic framework. Math Mech Solids 24: 361–376. https://doi.org/10.1177/1081286517728424 doi: 10.1177/1081286517728424
![]() |
[27] |
Yang Z, Oterkus E, Nguyen CT, et al. (2019) Implementation of peridynamic beam and plate formulations in finite element framework. Continuum Mech Therm 31: 301–315. https://doi.org/10.1007/s00161-018-0684-0 doi: 10.1007/s00161-018-0684-0
![]() |
[28] |
Yang Z, Oterkus S, Oterkus E (2020) Peridynamic formulation for timoshenko beam. Procedia Struct Integr 28: 464–471. https://doi.org/10.1016/j.prostr.2020.10.055 doi: 10.1016/j.prostr.2020.10.055
![]() |
[29] |
Yang Z, Vazic B, Diyaroglu C, et al. (2020) A kirchhoff plate formulation in a state-based peridynamic framework. Math Mech Solids 25: 727–738. https://doi.org/10.1177/1081286519887523 doi: 10.1177/1081286519887523
![]() |
[30] |
Vazic B, Oterkus E, Oterkus S (2020) Peridynamic model for a Mindlin plate resting on a Winkler elastic foundation. J Peridyn Nonlocal Model 2: 229–242. https://doi.org/10.1007/s42102-019-00019-5 doi: 10.1007/s42102-019-00019-5
![]() |
[31] |
Oterkus E, Madenci E, Oterkus S (2020) Peridynamic shell membrane formulation. Procedia Struct Integr 28: 411–417. https://doi.org/10.1016/j.prostr.2020.10.048 doi: 10.1016/j.prostr.2020.10.048
![]() |
[32] |
Yolum U, Güler MA (2020) On the peridynamic formulation for an orthotropic Mindlin plate under bending. Math Mech Solids 25: 263–287. https://doi.org/10.1177/1081286519873694 doi: 10.1177/1081286519873694
![]() |
[33] |
Nguyen CT, Oterkus S (2021) Peridynamics for geometrically nonlinear analysis of three-dimensional beam structures. Eng Anal Bound Elem 126: 68–92. https://doi.org/10.1016/j.enganabound.2021.02.010 doi: 10.1016/j.enganabound.2021.02.010
![]() |
[34] |
Nguyen CT, Oterkus S (2021) Ordinary state-based peridynamics for geometrically nonlinear analysis of plates. Theor Appl Fract Mec 112: 102877. https://doi.org/10.1016/j.tafmec.2020.102877 doi: 10.1016/j.tafmec.2020.102877
![]() |
[35] |
Shen G, Xia Y, Li W, et al. (2021) Modeling of peridynamic beams and shells with transverse shear effect via interpolation method. Comput Method Appl M 378: 113716. https://doi.org/10.1016/j.cma.2021.113716 doi: 10.1016/j.cma.2021.113716
![]() |
[36] |
Yang Z, Oterkus E, Oterkus S (2021) A novel peridynamic mindlin plate formulation without limitation on material constants. J Peridyn Nonlocal Model 3: 287–306. https://doi.org/10.1007/s42102-021-00050-5 doi: 10.1007/s42102-021-00050-5
![]() |
[37] |
Yang Z, Oterkus E, Oterkus S (2021) Peridynamic higher-order beam formulation. J Peridyn Nonlocal Model 3: 67–83. https://doi.org/10.1007/s42102-020-00043-w doi: 10.1007/s42102-020-00043-w
![]() |
[38] |
Yang Z, Oterkus E, Oterkus S (2021) Peridynamic formulation for higher-order plate theory. J Peridyn Nonlocal Model 3: 185–210. https://doi.org/10.1007/s42102-020-00047-6 doi: 10.1007/s42102-020-00047-6
![]() |
[39] |
Zhang Q, Li S, Zhang AM, et al. (2021) A peridynamic Reissner-Mindlin shell theory. Int J Numer Meth Eng 122: 122–147. https://doi.org/10.1002/nme.6527 doi: 10.1002/nme.6527
![]() |
[40] |
Dai MJ, Tanaka S, Bui TQ, et al. (2021) Fracture parameter analysis of flat shells under out-of-plane loading using ordinary state-based peridynamics. Eng Fract Mech 244: 107560. https://doi.org/10.1016/j.engfracmech.2021.107560 doi: 10.1016/j.engfracmech.2021.107560
![]() |
[41] |
Dai MJ, Tanaka S, Guan PC, et al. (2021) A peridynamic shell model in arbitrary horizon domains for fracture mechanics analysis. Theor Appl Fract Mec 115: 103068. https://doi.org/10.1016/j.tafmec.2021.103068 doi: 10.1016/j.tafmec.2021.103068
![]() |
[42] |
Dai MJ, Tanaka S, Oterkus S, et al. (2022) Static and dynamic mechanical behaviors of cracked mindlin plates in ordinary state-based peridynamic framework. Acta Mech 233: 299–316. https://doi.org/10.1007/s00707-021-03127-w doi: 10.1007/s00707-021-03127-w
![]() |
[43] |
Naumenko K, Eremeyev VA (2022) A non-linear direct peridynamics plate theory. Compos Struct 279: 114728. https://doi.org/10.1016/j.compstruct.2021.114728 doi: 10.1016/j.compstruct.2021.114728
![]() |
[44] |
Behzadinasab M, Alaydin M, Trask N, et al. (2022) A general-purpose, inelastic, rotation-free Kirchhoff-Love shell formulation for peridynamics. Comput Method Appl M 389: 114422. https://doi.org/10.1016/j.cma.2021.114422 doi: 10.1016/j.cma.2021.114422
![]() |
[45] |
Yang Z, Naumenko K, Ma CC, et al. (2023) Peridynamic analysis of curved beams. Eur J Mech A-Solid 101: 105075. https://doi.org/10.1016/j.euromechsol.2023.105075 doi: 10.1016/j.euromechsol.2023.105075
![]() |
[46] |
Xia Y, Wang H, Zheng G, et al. (2023) Mesh-free discretization of peridynamic shell structures and coupling model with isogeometric analysis. Eng Fract Mech 277: 108997. https://doi.org/10.1016/j.engfracmech.2022.108997 doi: 10.1016/j.engfracmech.2022.108997
![]() |
[47] |
Heo J, Yang Z, Xia W, et al. (2020) Free vibration analysis of cracked plates using peridynamics. Ships Offshore Struc 15: 220–229. https://doi.org/10.1080/17445302.2020.1834266 doi: 10.1080/17445302.2020.1834266
![]() |
[48] |
Heo J, Yang Z, Xia W, et al. (2020) Buckling analysis of cracked plates using peridynamics. Ocean Eng 214: 107817. https://doi.org/10.1016/j.oceaneng.2020.107817 doi: 10.1016/j.oceaneng.2020.107817
![]() |
[49] |
Yang Z, Naumenko K, Altenbach H, et al. (2022) Beam buckling analysis in peridynamic framework. Arch Appl Mech 92: 3503–3514. https://doi.org/10.1007/s00419-022-02245-8 doi: 10.1007/s00419-022-02245-8
![]() |
[50] |
Zhang Y, Cheng Z, Feng H (2019) Dynamic fracture analysis of functional gradient material coating based on the peridynamic method. Coatings 9: 62. https://doi.org/10.3390/coatings9010062 doi: 10.3390/coatings9010062
![]() |
[51] |
Guski V, Verestek W, Oterkus E, et al. (2020) Microstructural investigation of plasma sprayed ceramic coatings using peridynamics. J Mech 36: 183–196. https://doi.org/10.1017/jmech.2019.58 doi: 10.1017/jmech.2019.58
![]() |
[52] |
Vasenkov AV (2021) Multi-physics peridynamic modeling of damage processes in protective coatings. J Peridyn Nonlocal Model 3: 167–183. https://doi.org/10.1007/s42102-020-00046-7 doi: 10.1007/s42102-020-00046-7
![]() |
[53] |
Wang H, Dong H, Cai Z, et al. (2022) Peridynamic-based investigation of the cracking behavior of multilayer thermal barrier coatings. Ceram Int 48: 23543–23553. https://doi.org/10.1016/j.ceramint.2022.05.002 doi: 10.1016/j.ceramint.2022.05.002
![]() |
[54] |
Wen Z, Hou C, Zhao M, et al. (2023) A peridynamic model for coupled thermo-mechanical-oxygenic analysis of C/C composites with SiC coating. Compos Struct 323: 117441. https://doi.org/10.1016/j.compstruct.2023.117441 doi: 10.1016/j.compstruct.2023.117441
![]() |
[55] |
Rä del M, Willberg C, Krause D (2019) Peridynamic analysis of fibre-matrix debond and matrix failure mechanisms in composites under transverse tensile load by an energy-based damage criterion. Compos Part B-Eng 158: 18–27. https://doi.org/10.1016/j.compositesb.2018.08.084 doi: 10.1016/j.compositesb.2018.08.084
![]() |
[56] |
Gao Y, Oterkus S (2019) Fully coupled thermomechanical analysis of laminated composites by using ordinary state based peridynamic theory. Compos Struct 207: 397–424. https://doi.org/10.1016/j.compstruct.2018.09.034 doi: 10.1016/j.compstruct.2018.09.034
![]() |
[57] |
Hu YL, Yu Y, Madenci E (2020) Peridynamic modeling of composite laminates with material coupling and transverse shear deformation. Compos Struct 253: 112760. https://doi.org/10.1016/j.compstruct.2020.112760 doi: 10.1016/j.compstruct.2020.112760
![]() |
[58] |
Postek E, Sadowski T (2021) Impact model of the Al2O3/ZrO2 composite by peridynamics. Compos Struct 271: 114071. https://doi.org/10.1016/j.compstruct.2021.114071 doi: 10.1016/j.compstruct.2021.114071
![]() |
[59] |
Basoglu F, Kefal A, Zerin Z, et al. (2022) Peridynamic modeling of toughening enhancement in unidirectional fiber-reinforced composites with micro-cracks. Compos Struct 297: 115950. https://doi.org/10.1016/j.compstruct.2022.115950 doi: 10.1016/j.compstruct.2022.115950
![]() |
[60] |
Li FS, Gao WC, Liu W, et al. (2023) Coupling of single-layer material point peridynamics and finite element method for analyzing the fracture behavior of composite laminates. Int J Solids Struct 283: 112495. https://doi.org/10.1016/j.ijsolstr.2023.112495 doi: 10.1016/j.ijsolstr.2023.112495
![]() |
[61] |
Yang Z, Zheng S, Han F, et al. (2023) An efficient peridynamics-based statistical multiscale method for fracture in composite structures. Int J Mech Sci 259: 108611. https://doi.org/10.1016/j.ijmecsci.2023.108611 doi: 10.1016/j.ijmecsci.2023.108611
![]() |
[62] |
Madenci E, Yaghoobi A, Barut A, et al. (2023) Peridynamics for failure prediction in variable angle tow composites. Arch Appl Mech 93: 93–107. https://doi.org/10.1007/s00419-022-02216-z doi: 10.1007/s00419-022-02216-z
![]() |
[63] |
Yang X, Gao W, Liu W, et al. (2023) Peridynamics for out-of-plane damage analysis of composite laminates. Eng Comput. https://doi.org/10.1007/s00366-023-01903-x doi: 10.1007/s00366-023-01903-x
![]() |
[64] |
Ma Q, Huang D, Wu L, et al. (2023) An extended peridynamic model for analyzing interfacial failure of composite materials with non-uniform discretization. Theor Appl Fract Mec 125: 103854. https://doi.org/10.1016/j.tafmec.2023.103854 doi: 10.1016/j.tafmec.2023.103854
![]() |
[65] |
Wang H, Tanaka S, Oterkus S, et al. (2024) Fracture mechanics investigation for 2D orthotropic materials by using ordinary state-based peridynamics. Compos Struct 329: 117757. https://doi.org/10.1016/j.compstruct.2023.117757 doi: 10.1016/j.compstruct.2023.117757
![]() |
[66] |
Kamensky D, Behzadinasab M, Foster JT, et al. (2019) Peridynamic modeling of frictional contact. J Peridyn Nonlocal Model 1: 107–121. https://doi.org/10.1007/s42102-019-00012-y doi: 10.1007/s42102-019-00012-y
![]() |
[67] |
Lu W, Oterkus S, Oterkus E (2020) Peridynamic modelling of hertzian indentation fracture. Procedia Struct Integr 28: 1559–1571. https://doi.org/10.1016/j.prostr.2020.10.128 doi: 10.1016/j.prostr.2020.10.128
![]() |
[68] |
Lu W, Oterkus S, Oterkus E, et al. (2021) Modelling of cracks with frictional contact based on peridynamics. Theor Appl Fract Mec 116: 103082. https://doi.org/10.1016/j.tafmec.2021.103082 doi: 10.1016/j.tafmec.2021.103082
![]() |
[69] |
Wang L, Sheng X, Luo J (2022) A peridynamic frictional contact model for contact fatigue crack initiation and propagation. Eng Fract Mech 264: 108338. https://doi.org/10.1016/j.engfracmech.2022.108338 doi: 10.1016/j.engfracmech.2022.108338
![]() |
[70] |
Zhang H, Zhang X, Liu Y (2022) A peridynamic model for contact problems involving fracture. Eng Fract Mech 267: 108436. https://doi.org/10.1016/j.engfracmech.2022.108436 doi: 10.1016/j.engfracmech.2022.108436
![]() |
[71] |
Mohajerani S, Wang G (2022) "Touch–aware" contact model for peridynamics modeling of granular systems. Int J Numer Meth Eng 123: 3850–3878. https://doi.org/10.1002/nme.7000 doi: 10.1002/nme.7000
![]() |
[72] |
Guan J, Yan X, Guo L (2023) An adaptive contact model involving friction based on peridynamics. Eur J Mech A-Solid 100: 104966. https://doi.org/10.1016/j.euromechsol.2023.104966 doi: 10.1016/j.euromechsol.2023.104966
![]() |
[73] |
Zhu F, Zhao JD, Ballarini R, et al. (2022) Peridynamic modeling of stochastic fractures in bolted glass plates. Mech Res Commun 122: 103890. https://doi.org/10.1016/j.mechrescom.2022.103890 doi: 10.1016/j.mechrescom.2022.103890
![]() |
[74] |
Naumenko K, Pander M, Würkner M (2022) Damage patterns in float glass plates: Experiments and peridynamics analysis. Theor Appl Fract Mec 118: 103264. https://doi.org/10.1016/j.tafmec.2022.103264 doi: 10.1016/j.tafmec.2022.103264
![]() |
[75] |
Rokkam S, Gunzburger M, Brothers M, et al. (2019) A nonlocal peridynamics modeling approach for corrosion damage and crack propagation. Theor Appl Fract Mec 101: 373–387. https://doi.org/10.1016/j.tafmec.2019.03.010 doi: 10.1016/j.tafmec.2019.03.010
![]() |
[76] |
Nguyen CT, Oterkus S (2021) Brittle damage prediction for corroded stiffened structures under static loading conditions by using peridynamics. Ships Offshore Struc 16: 153–170. https://doi.org/10.1080/17445302.2021.1884811 doi: 10.1080/17445302.2021.1884811
![]() |
[77] |
Karpenko O, Oterkus S, Oterkus E (2022) Titanium alloy corrosion fatigue crack growth rates prediction: Peridynamics based numerical approach. Int J Fatigue 162: 107023. https://doi.org/10.1016/j.ijfatigue.2022.107023 doi: 10.1016/j.ijfatigue.2022.107023
![]() |
[78] |
Jafarzadeh S, Zhao J, Shakouri M, et al. (2022) A peridynamic model for crevice corrosion damage. Electrochim Acta 401: 139512. https://doi.org/10.1016/j.electacta.2021.139512 doi: 10.1016/j.electacta.2021.139512
![]() |
[79] |
Tan C, Qian S, Zhang J (2022) Crack extension analysis of atmospheric stress corrosion based on peridynamics. Appl Sci 12: 10008. https://doi.org/10.3390/app121910008 doi: 10.3390/app121910008
![]() |
[80] |
Wang H, Dong H, Cai Z, et al. (2023) Corrosion fatigue crack growth in stainless steels: A peridynamic study. Int J Mech Sci 254: 108445. https://doi.org/10.1016/j.ijmecsci.2023.108445 doi: 10.1016/j.ijmecsci.2023.108445
![]() |
[81] |
Zhou XP, Du EB, Wang YT (2023) Chemo-mechanical coupling bond-based peridynamic model for electrochemical corrosion and stress chemical corrosion. Eng Anal Bound Elem 151: 360–369. https://doi.org/10.1016/j.enganabound.2023.03.013 doi: 10.1016/j.enganabound.2023.03.013
![]() |
[82] |
Basoglu MF, Zerin Z, Kefal A, et al. (2019) Peridynamic model for deflecting propagation of cracks with micro-cracks. Comp Mater Sci 162: 33–46. https://doi.org/10.1016/j.commatsci.2019.02.032 doi: 10.1016/j.commatsci.2019.02.032
![]() |
[83] |
Karpenko O, Oterkus S, Oterkus E (2020) Influence of different types of small-size defects on propagation of macro-cracks in brittle materials. J Peridyn Nonlocal Model 2: 289–316. https://doi.org/10.1007/s42102-020-00032-z doi: 10.1007/s42102-020-00032-z
![]() |
[84] |
Rahimi N, Kefal A, Yildiz M, et al. (2020) An ordinary state-based peridynamic model for toughness enhancement of brittle materials through drilling stop-holes. Int J Mech Sci 182: 105773. https://doi.org/10.1016/j.ijmecsci.2020.105773 doi: 10.1016/j.ijmecsci.2020.105773
![]() |
[85] |
Candas A, Oterkus E, Irmak CE (2021) Dynamic crack propagation and its interaction with micro-cracks in an impact problem. J Eng Mater-T ASME 143: 011003. https://doi.org/10.1115/1.4047746 doi: 10.1115/1.4047746
![]() |
[86] |
Wang J, Yu Y, Mu Z, et al. (2022) Peridynamic meso-scale modeling for degradation in transverse mechanical properties of composites with micro-void defects. Acta Mech Solida Sin 35: 813–823. https://doi.org/10.1007/s10338-022-00329-0 doi: 10.1007/s10338-022-00329-0
![]() |
[87] |
Ozdemir M, Imachi M, Tanaka S, et al. (2022) A comprehensive investigation on macro-micro crack interactions in functionally graded materials using ordinary-state based peridynamics. Compos Struct 287: 115299. https://doi.org/10.1016/j.compstruct.2022.115299 doi: 10.1016/j.compstruct.2022.115299
![]() |
[88] |
Cheng Z, Wang Z, Luo Z (2019) Dynamic fracture analysis for shale material by peridynamic modelling. CMES-Comp Model Eng 118: 509–527. https://doi.org/10.31614/cmes.2019.04339 doi: 10.31614/cmes.2019.04339
![]() |
[89] |
Imachi M, Tanaka S, Ozdemir M, et al. (2020) Dynamic crack arrest analysis by ordinary state-based peridynamics. Int J Fracture 221: 155–169. https://doi.org/10.1007/s10704-019-00416-3 doi: 10.1007/s10704-019-00416-3
![]() |
[90] |
Butt SN, Meschke G (2021) Peridynamic analysis of dynamic fracture: influence of peridynamic horizon, dimensionality and specimen size. Comput Mech 67: 1719–1745. https://doi.org/10.1007/s00466-021-02017-1 doi: 10.1007/s00466-021-02017-1
![]() |
[91] |
Yang Y, Liu Y (2022) Analysis of dynamic crack propagation in two-dimensional elastic bodies by coupling the boundary element method and the bond-based peridynamics. Comput Method Appl M 399: 115339. https://doi.org/10.1016/j.cma.2022.115339 doi: 10.1016/j.cma.2022.115339
![]() |
[92] |
Imachi M, Tanaka S, Bui TQ, et al. (2019) A computational approach based on ordinary state-based peridynamics with new transition bond for dynamic fracture analysis. Eng Fract Mech 206: 359–374. https://doi.org/10.1016/j.engfracmech.2018.11.054 doi: 10.1016/j.engfracmech.2018.11.054
![]() |
[93] |
Jiang XW, Wang H, Guo S (2019) Peridynamic open-hole tensile strength prediction of fiber-reinforced composite laminate using energy-based failure criteria. Adv Mater Sci Eng 2019: 7694081. https://doi.org/10.1155/2019/7694081 doi: 10.1155/2019/7694081
![]() |
[94] |
Karpenko O, Oterkus S, Oterkus E (2020) An in-depth investigation of critical stretch based failure criterion in ordinary state-based peridynamics. Int J Fracture 226: 97–119. https://doi.org/10.1007/s10704-020-00481-z doi: 10.1007/s10704-020-00481-z
![]() |
[95] |
Silling SA (2021) Kinetics of failure in an elastic peridynamic material. J Peridyn Nonlocal Model 3: 1–23. https://doi.org/10.1007/s42102-020-00031-0 doi: 10.1007/s42102-020-00031-0
![]() |
[96] |
Wang Y, Han F, Lubineau G (2021) Strength-induced peridynamic modeling and simulation of fractures in brittle materials. Comput Method Appl M 374: 113558. https://doi.org/10.1016/j.cma.2020.113558 doi: 10.1016/j.cma.2020.113558
![]() |
[97] |
Kumagai T (2021) A parameter to represent a local deformation mode and a fracture criterion based on the parameter in ordinary-state based peridynamics. Int J Solids Struct 217: 40–47. https://doi.org/10.1016/j.ijsolstr.2021.01.025 doi: 10.1016/j.ijsolstr.2021.01.025
![]() |
[98] |
Ignatiev MO, Petrov YV, Kazarinov NA, et al. (2023) Peridynamic formulation of the mean stress and incubation time fracture criteria and its correspondence to the classical griffith's approach. Continuum Mech Therm 35: 1523–1534. https://doi.org/10.1007/s00161-022-01159-8 doi: 10.1007/s00161-022-01159-8
![]() |
[99] |
Ma X, Xu J, Liu L, et al. (2020) A 2D peridynamic model for fatigue crack initiation of railheads. Int J Fatigue 135: 105536. https://doi.org/10.1016/j.ijfatigue.2020.105536 doi: 10.1016/j.ijfatigue.2020.105536
![]() |
[100] |
Han J, Chen W (2020) An ordinary state-based peridynamic model for fatigue cracking of ferrite and pearlite wheel material. Appl Sci 10: 4325. https://doi.org/10.3390/app10124325 doi: 10.3390/app10124325
![]() |
[101] |
Nguyen CT, Oterkus S, Oterkus E (2021) Peridynamic model for predicting fatigue crack growth under overload and underload. Theor Appl Fract Mec 116: 103115. https://doi.org/10.1016/j.tafmec.2021.103115 doi: 10.1016/j.tafmec.2021.103115
![]() |
[102] |
Hong K, Oterkus S, Oterkus E (2021) Peridynamic analysis of fatigue crack growth in fillet welded joints. Ocean Eng 235: 109348. https://doi.org/10.1016/j.oceaneng.2021.109348 doi: 10.1016/j.oceaneng.2021.109348
![]() |
[103] |
Bang DJ, Ince A, Oterkus E, et al. (2021) Crack growth modeling and simulation of a peridynamic fatigue model based on numerical and analytical solution approaches. Theor Appl Fract Mec 114: 103026. https://doi.org/10.1016/j.tafmec.2021.103026 doi: 10.1016/j.tafmec.2021.103026
![]() |
[104] |
Zhu N, Kochan C, Oterkus E, et al. (2021) Fatigue analysis of polycrystalline materials using peridynamic theory with a novel crack tip detection algorithm. Ocean Eng 222: 108572. https://doi.org/10.1016/j.oceaneng.2021.108572 doi: 10.1016/j.oceaneng.2021.108572
![]() |
[105] |
Nguyen CT, Oterkus S, Oterkus E (2021) An energy-based peridynamic model for fatigue cracking. Eng Fract Mech 241: 107373. https://doi.org/10.1016/j.engfracmech.2020.107373 doi: 10.1016/j.engfracmech.2020.107373
![]() |
[106] |
Liu B, Bao R, Sui F (2021) A fatigue damage-cumulative model in peridynamics. Chinese J Aeronaut 34: 329–342. https://doi.org/10.1016/j.cja.2020.09.046 doi: 10.1016/j.cja.2020.09.046
![]() |
[107] |
Li H, Hao Z, Li P, et al. (2022) A low cycle fatigue cracking simulation method of non-ordinary state-based peridynamics. Int J Fatigue 156: 106638. https://doi.org/10.1016/j.ijfatigue.2021.106638 doi: 10.1016/j.ijfatigue.2021.106638
![]() |
[108] |
Hamarat M, Papaelias M, Kaewunruen S (2022) Fatigue damage assessment of complex railway turnout crossings via peridynamics-based digital twin. Sci Rep 12: 14377. https://doi.org/10.1038/s41598-022-18452-w doi: 10.1038/s41598-022-18452-w
![]() |
[109] |
Zhang Y, Madenci E (2022) A coupled peridynamic and finite element approach in ANSYS framework for fatigue life prediction based on the kinetic theory of fracture. J Peridyn Nonlocal Model 4: 51–87. https://doi.org/10.1007/s42102-021-00055-0 doi: 10.1007/s42102-021-00055-0
![]() |
[110] |
Cao X, Qin X, Li H, et al. (2022) Non-ordinary state-based peridynamic fatigue modelling of composite laminates with arbitrary fibre orientation. Theor Appl Fract Mec 120: 103393. https://doi.org/10.1016/j.tafmec.2022.103393 doi: 10.1016/j.tafmec.2022.103393
![]() |
[111] |
Cruz AL, Donadon MV (2022) A mixed-mode energy-based elastoplastic fatigue induced damage model for the peridynamic theory. Eng Fract Mech 275: 108834. https://doi.org/10.1016/j.engfracmech.2022.108834 doi: 10.1016/j.engfracmech.2022.108834
![]() |
[112] |
Bang DJ, Ince A (2022) Integration of a peridynamic fatigue model with two-parameter crack driving force. Eng Comput 38: 2859–2877. https://doi.org/10.1007/s00366-022-01619-4 doi: 10.1007/s00366-022-01619-4
![]() |
[113] |
Nguyen CT, Oterkus S, Oterkus E, et al. (2023) Fatigue crack prediction in ceramic material and its porous media by using peridynamics. Procedia Struct Integr 46: 80–86. https://doi.org/10.1016/j.prostr.2023.06.014 doi: 10.1016/j.prostr.2023.06.014
![]() |
[114] |
Wang H, Tanaka S, Oterkus S, et al. (2023) Study on two-dimensional mixed-mode fatigue crack growth employing ordinary state-based peridynamics. Theor Appl Fract Mec 124: 103761. https://doi.org/10.1016/j.tafmec.2023.103761 doi: 10.1016/j.tafmec.2023.103761
![]() |
[115] |
Ni T, Zaccariotto M, Galvanetto U (2023) A peridynamic approach to simulating fatigue crack propagation in composite materials. Philos T R Soc A 381: 20210217. https://doi.org/10.1098/rsta.2021.0217 doi: 10.1098/rsta.2021.0217
![]() |
[116] |
Altay U, Dorduncu M, Kadioglu S (2023) An improved peridynamic approach for fatigue analysis of two dimensional functionally graded materials. Theor Appl Fract Mec 128: 104152. https://doi.org/10.1016/j.tafmec.2023.104152 doi: 10.1016/j.tafmec.2023.104152
![]() |
[117] |
Chen Y, Yang Y, Liu Y (2023) Fatigue crack growth analysis of hydrogel by using peridynamics. Int J Fract 244: 113–123. https://doi.org/10.1007/s10704-023-00722-x doi: 10.1007/s10704-023-00722-x
![]() |
[118] |
Cheng Z, Jia X, Tang J, et al. (2023) Peridynamic study of fatigue failure of engineered cementitious composites. Eng Fract Mech 293: 109704. https://doi.org/10.1016/j.engfracmech.2023.109704 doi: 10.1016/j.engfracmech.2023.109704
![]() |
[119] |
Zhang Z, Chen Z (2024) A peridynamic model for structural fatigue crack propagation analysis under spectrum loadings. Int J Fatigue 181: 108129. https://doi.org/10.1016/j.ijfatigue.2023.108129 doi: 10.1016/j.ijfatigue.2023.108129
![]() |
[120] |
Gao Y, Oterkus S (2019) Nonlocal numerical simulation of low Reynolds number laminar fluid motion by using peridynamic differential operator. Ocean Eng 179: 135–158. https://doi.org/10.1016/j.oceaneng.2019.03.035 doi: 10.1016/j.oceaneng.2019.03.035
![]() |
[121] |
Mikata Y (2021) Peridynamics for fluid mechanics and acoustics. Acta Mech 232: 3011–3032. https://doi.org/10.1007/s00707-021-02947-0 doi: 10.1007/s00707-021-02947-0
![]() |
[122] |
Nguyen CT, Oterkus S, Oterkus E, et al. (2021) Peridynamic model for incompressible fluids based on eulerian approach. Ocean Eng 239: 109815. https://doi.org/10.1016/j.oceaneng.2021.109815 doi: 10.1016/j.oceaneng.2021.109815
![]() |
[123] |
Kim KH, Bhalla AP, Griffith BE (2023) An immersed peridynamics model of fluid-structure interaction accounting for material damage and failure. J Comput Phys 493: 112466. https://doi.org/10.1016/j.jcp.2023.112466 doi: 10.1016/j.jcp.2023.112466
![]() |
[124] | Wang B, Oterkus S, Oterkus E (2023) Nonlocal modelling of multiphase flow wetting and thermo-capillary flow by using peridynamic differential operator. Eng Comput. https://doi.org/10.1007/s00366-023-01888-7 |
[125] |
Cheng ZQ, Sui ZB, Yin H, et al. (2019) Studies of dynamic fracture in functionally graded materials using peridynamic modeling with composite weighted bond. Theor Appl Fract Mec 103: 102242. https://doi.org/10.1016/j.tafmec.2019.102242 doi: 10.1016/j.tafmec.2019.102242
![]() |
[126] |
Cheng Z, Sui Z, Yin H, et al. (2019) Numerical simulation of dynamic fracture in functionally graded materials using peridynamic modeling with composite weighted bonds. Eng Anal Bound Elem 105: 31–46. https://doi.org/10.1016/j.enganabound.2019.04.005 doi: 10.1016/j.enganabound.2019.04.005
![]() |
[127] |
Dorduncu M (2020) Stress analysis of sandwich plates with functionally graded cores using peridynamic differential operator and refined zigzag theory. Thin Wall Struct 146: 106468. https://doi.org/10.1016/j.tws.2019.106468 doi: 10.1016/j.tws.2019.106468
![]() |
[128] |
Ozdemir M, Kefal A, Imachi M, et al. (2020) Dynamic fracture analysis of functionally graded materials using ordinary state-based peridynamics. Compos Struct 244: 112296. https://doi.org/10.1016/j.compstruct.2020.112296 doi: 10.1016/j.compstruct.2020.112296
![]() |
[129] |
Yang Z, Oterkus E, Oterkus S (2020) A state-based peridynamic formulation for functionally graded euler-bernoulli beams. CMES-Comp Model Eng 124: 527–544. https://doi.org/10.32604/cmes.2020.010804 doi: 10.32604/cmes.2020.010804
![]() |
[130] |
Yang Z, Oterkus E, Oterkus S (2020) Peridynamic mindlin plate formulation for functionally graded materials. J Compos Sci 4: 76. https://doi.org/10.3390/jcs4020076 doi: 10.3390/jcs4020076
![]() |
[131] |
Yang Z, Oterkus E, Oterkus S (2021) Analysis of functionally graded timoshenko beams by using peridynamics. J Peridyn Nonlocal Model 3: 148–166. https://doi.org/10.1007/s42102-020-00044-9 doi: 10.1007/s42102-020-00044-9
![]() |
[132] |
Yang Z, Oterkus E, Oterkus S (2021) A state-based peridynamic formulation for functionally graded Kirchhoff plates. Math Mech Solids 26: 530–551. https://doi.org/10.1177/1081286520963383 doi: 10.1177/1081286520963383
![]() |
[133] |
Yang Z, Oterkus E, Oterkus S (2021) Peridynamic formulation for higher order functionally graded beams. Thin Wall Struct 160: 107343. https://doi.org/10.1016/j.tws.2020.107343 doi: 10.1016/j.tws.2020.107343
![]() |
[134] |
Yang Z, Oterkus E, Oterkus S (2021) Peridynamic modelling of higher order functionally graded plates. Math Mech Solids 26: 1737–1759. https://doi.org/10.1177/10812865211004671 doi: 10.1177/10812865211004671
![]() |
[135] |
He D, Huang D, Jiang D (2021) Modeling and studies of fracture in functionally graded materials under thermal shock loading using peridynamics. Theor Appl Fract Mec 111: 102852. https://doi.org/10.1016/j.tafmec.2020.102852 doi: 10.1016/j.tafmec.2020.102852
![]() |
[136] |
Dorduncu M, Olmus I, Rabczuk T (2022) A peridynamic approach for modeling of two dimensional functionally graded plates. Compos Struct 279: 114743. https://doi.org/10.1016/j.compstruct.2021.114743 doi: 10.1016/j.compstruct.2021.114743
![]() |
[137] |
Wang H, Tanaka S, Oterkus S, et al. (2022) Fracture parameter investigations of functionally graded materials by using ordinary state based peridynamics. Eng Anal Bound Elem 139: 180–191. https://doi.org/10.1016/j.enganabound.2022.03.005 doi: 10.1016/j.enganabound.2022.03.005
![]() |
[138] |
Candas A, Oterkus E, Imrak CE (2023) Peridynamic simulation of dynamic fracture in functionally graded materials subjected to impact load. Eng Comput 39: 253–267. https://doi.org/10.1007/s00366-021-01540-2 doi: 10.1007/s00366-021-01540-2
![]() |
[139] | Candas A, Oterkus E, Imrak CE (2023) Ordinary state-based peridynamic modelling of crack propagation in functionally graded materials with micro cracks under impact loading. Mech Adv Mater Struct. https://doi.org/10.1080/15376494.2023.2287180 |
[140] |
Jiang X, Fang G, Liu S, et al. (2024) Fracture analysis of orthotropic functionally graded materials using element-based peridynamics. Eng Fract Mech 297: 109886. https://doi.org/10.1016/j.engfracmech.2024.109886 doi: 10.1016/j.engfracmech.2024.109886
![]() |
[141] |
Celik E, Oterkus E, Guven I (2019) Peridynamic simulations of nanoindentation tests to determine elastic modulus of polymer thin films. J Peridyn Nonlocal Model 1: 36–44. https://doi.org/10.1007/s42102-019-0005-4 doi: 10.1007/s42102-019-0005-4
![]() |
[142] |
Liu X, Bie Z, Wang J, et al. (2019) Investigation on fracture of pre-cracked single-layer graphene sheets. Comp Mater Sci 159: 365–375. https://doi.org/10.1016/j.commatsci.2018.12.014 doi: 10.1016/j.commatsci.2018.12.014
![]() |
[143] |
Liu X, He X, Sun L, et al. (2020) A chirality-dependent peridynamic model for the fracture analysis of graphene sheets. Mech Mater 149: 103535. https://doi.org/10.1016/j.mechmat.2020.103535 doi: 10.1016/j.mechmat.2020.103535
![]() |
[144] |
Silling SA, Fermen-Coker M (2021) Peridynamic model for microballistic perforation of multilayer graphene. Theor Appl Fract Mec 113: 102947. https://doi.org/10.1016/j.tafmec.2021.102947 doi: 10.1016/j.tafmec.2021.102947
![]() |
[145] |
Torkaman-Asadi MA, Kouchakzadeh MA (2023) Fracture analysis of pre-cracked graphene layer sheets using peridynamic theory. Int J Fracture 243: 229–245. https://doi.org/10.1007/s10704-023-00744-5 doi: 10.1007/s10704-023-00744-5
![]() |
[146] |
Liu X, He X, Oterkus E, et al. (2023) Peridynamic simulation of fracture in polycrystalline graphene. J Peridyn Nonlocal Model 5: 260–274. https://doi.org/10.1007/s42102-021-00073-y doi: 10.1007/s42102-021-00073-y
![]() |
[147] |
Silling SA, D'Elia M, Yu Y, et al. (2023) Peridynamic model for single-layer graphene obtained from coarse-grained bond forces. J Peridyn Nonlocal Model 5: 183–204. https://doi.org/10.1007/s42102-021-00075-w doi: 10.1007/s42102-021-00075-w
![]() |
[148] |
Liu X, Yu P, Zheng B, et al. (2024) Prediction of Mechanical and fracture properties of graphene via peridynamics. Int J Mech Sci 266: 108914. https://doi.org/10.1016/j.ijmecsci.2023.108914 doi: 10.1016/j.ijmecsci.2023.108914
![]() |
[149] |
Liu X, Bie Z, Yu P, et al. (2024) Peridynamics for the fracture study on multi-layer graphene sheets. Compos Struct 332: 117926. https://doi.org/10.1016/j.compstruct.2024.117926 doi: 10.1016/j.compstruct.2024.117926
![]() |
[150] |
Xia W, Galadima YK, Oterkus E, et al. (2019) Representative volume element homogenisation of a composite material by using bond-based peridynamics. J Compos Biodegrad Polym 7: 51–56. https://doi.org/10.12974/2311-8717.2019.07.7 doi: 10.12974/2311-8717.2019.07.7
![]() |
[151] |
Diyaroglu C, Madenci E, Phan N (2019) Peridynamic homogenization of microstructures with orthotropic constituents in a finite element framework. Compos Struct 227: 111334. https://doi.org/10.1016/j.compstruct.2019.111334 doi: 10.1016/j.compstruct.2019.111334
![]() |
[152] |
Buryachenko VA (2019) Computational homogenization in linear elasticity of peristatic periodic structure composites. Math Mech Solids 24: 2497–2525. https://doi.org/10.1177/1081286518768039 doi: 10.1177/1081286518768039
![]() |
[153] |
Galadima YK, Oterkus E, Oterkus S (2020) Investigation of the effect of shape of inclusions on homogenized properties by using peridynamics. Procedia Struct Integr 28: 1094–1105. https://doi.org/10.1016/j.prostr.2020.11.124 doi: 10.1016/j.prostr.2020.11.124
![]() |
[154] |
Xia W, Oterkus E, Oterkus S (2020) Peridynamic modelling of periodic microstructured materials. Procedia Struct Integr 28: 820–828. https://doi.org/10.1016/j.prostr.2020.10.096 doi: 10.1016/j.prostr.2020.10.096
![]() |
[155] |
Eriksson K, Stenströ m C (2021) Homogenization of the 1D peri-static/dynamic bar with triangular micromodulus. J Peridyn Nonlocal Model 3: 85–112. https://doi.org/10.1007/s42102-020-00042-x doi: 10.1007/s42102-020-00042-x
![]() |
[156] |
Xia W, Oterkus E, Oterkus S (2021) 3-Dimensional bond-based peridynamic representative volume element homogenisation. Phys Mesomech 24: 45–51. https://doi.org/10.1134/S1029959921050052 doi: 10.1134/S1029959921050052
![]() |
[157] |
Xia W, Oterkus E, Oterkus S (2021) Ordinary state based peridynamic homogenization of periodic micro-structured materials. Theor Appl Fract Mec 113: 102960. https://doi.org/10.1016/j.tafmec.2021.102960 doi: 10.1016/j.tafmec.2021.102960
![]() |
[158] | Buryachenko VA (2022) Computational homogenization in linear peridynamic micromechanics of periodic structure CMs, In: Buryachenko VA, Local and Nonlocal Micromechanics of Heterogeneous Materials, Cham: Springer, 849–899. https://doi.org/10.1007/978-3-030-81784-8_19 |
[159] |
Li J, Wang Q, Li X, et al. (2022) Homogenization of periodic microstructure based on representative volume element using improved bond-based peridynamics. Eng Anal Bound Elem 143: 152–162. https://doi.org/10.1016/j.enganabound.2022.06.005 doi: 10.1016/j.enganabound.2022.06.005
![]() |
[160] |
Galadima YK, Oterkus S, Oterkus E, et al. (2024) Effect of phase contrast and inclusion shape on the effective response of viscoelastic composites using peridynamic computational homogenization theory. Mech Adv Mater Struct 31: 155–163. https://doi.org/10.1080/15376494.2023.2218364 doi: 10.1080/15376494.2023.2218364
![]() |
[161] |
Galadima YK, Oterkus S, Oterkus E, et al. (2023) A nonlocal method to compute effective properties of viscoelastic composite materials based on peridynamic computational homogenization theory. Compos Struct 319: 117147. https://doi.org/10.1016/j.compstruct.2023.117147 doi: 10.1016/j.compstruct.2023.117147
![]() |
[162] |
Galadima YK, Xia W, Oterkus E, et al. (2023) Peridynamic computational homogenization theory for materials with evolving microstructure and damage. Eng Comput 39: 2945–2957. https://doi.org/10.1007/s00366-022-01696-5 doi: 10.1007/s00366-022-01696-5
![]() |
[163] |
Galadima YK, Xia W, Oterkus E, et al. (2023) A computational homogenization framework for non-ordinary state-based peridynamics. Eng Comput 39: 461–487. https://doi.org/10.1007/s00366-021-01582-6 doi: 10.1007/s00366-021-01582-6
![]() |
[164] |
Buryachenko VA (2024) Generalized Mori-Tanaka approach in peridynamic micromechanics of multilayered composites of random structure. J Peridyn Nonlocal Model: 1–24. https://doi.org/10.1007/s42102-023-00114-8 doi: 10.1007/s42102-023-00114-8
![]() |
[165] |
Qi J, Li C, Tie Y, et al. (2024) A peridynamic-based homogenization method to compute effective properties of periodic microstructure. Comp Part Mech. https://doi.org/10.1007/s40571-023-00698-4 doi: 10.1007/s40571-023-00698-4
![]() |
[166] |
Oterkus S, Wang B, Oterkus E (2020) Effect of horizon shape in peridynamics. Procedia Struct Integr 28: 418–429. https://doi.org/10.1016/j.prostr.2020.10.049 doi: 10.1016/j.prostr.2020.10.049
![]() |
[167] |
Vazic B, Diyaroglu C, Oterkus E, et al. (2020) Family member search algorithms for peridynamic analysis. J Peridyn Nonlocal Model 2: 59–84. https://doi.org/10.1007/s42102-019-00027-5 doi: 10.1007/s42102-019-00027-5
![]() |
[168] |
Wang B, Oterkus S, Oterkus E (2023) Determination of horizon size in state-based peridynamics. Continuum Mech Therm 35: 705–728. https://doi.org/10.1007/s00161-020-00896-y doi: 10.1007/s00161-020-00896-y
![]() |
[169] |
Song Y, Yu H, Kang Z (2019) Numerical study on ice fragmentation by impact based on non-ordinary state-based peridynamics. J Micromech Mol Phys 4: 1850006. https://doi.org/10.1142/S2424913018500066 doi: 10.1142/S2424913018500066
![]() |
[170] |
Ye LY, Guo CY, Wang C, et al. (2020) Peridynamic solution for submarine surfacing through ice. Ships Offshore Struc 15: 535–549. https://doi.org/10.1080/17445302.2019.1661626 doi: 10.1080/17445302.2019.1661626
![]() |
[171] |
Vazic B, Oterkus E, Oterkus S (2020) In-plane and out-of-plane failure of an ice sheet using peridynamics. J Mech 36: 265–271. https://doi.org/10.1017/jmech.2019.65 doi: 10.1017/jmech.2019.65
![]() |
[172] |
Liu R, Yan J, Li S (2020) Modeling and simulation of ice–water interactions by coupling peridynamics with updated Lagrangian particle hydrodynamics. Comp Part Mech 7: 241–255. https://doi.org/10.1007/s40571-019-00268-7 doi: 10.1007/s40571-019-00268-7
![]() |
[173] |
Lu W, Li M, Vazic B, et al. (2020) Peridynamic modelling of fracture in polycrystalline ice. J Mech 36: 223–234. https://doi.org/10.1017/jmech.2019.61 doi: 10.1017/jmech.2019.61
![]() |
[174] |
Liu R, Xue Y, Han D, et al. (2021) Studies on model-scale ice using micro-potential-based peridynamics. Ocean Eng 221: 108504. https://doi.org/10.1016/j.oceaneng.2020.108504 doi: 10.1016/j.oceaneng.2020.108504
![]() |
[175] |
Guo CY, Han K, Wang C, et al. (2022) Numerical modelling of the dynamic ice-milling process and structural response of a propeller blade profile with state-based peridynamics. Ocean Eng 264: 112457. https://doi.org/10.1016/j.oceaneng.2022.112457 doi: 10.1016/j.oceaneng.2022.112457
![]() |
[176] |
Zhang Y, Wang Q, Oterkus S, et al. (2023) Numerical investigation of ice plate fractures upon rigid ball impact. Ocean Eng 287: 115824. https://doi.org/10.1016/j.oceaneng.2023.115824 doi: 10.1016/j.oceaneng.2023.115824
![]() |
[177] |
Song Y, Li S, Li Y (2023) Peridynamic modeling and simulation of thermo-mechanical fracture in inhomogeneous ice. Eng Comput 39: 575–606. https://doi.org/10.1007/s00366-022-01616-7 doi: 10.1007/s00366-022-01616-7
![]() |
[178] |
Xiong W, Wang C, Zhang Y, et al. (2023) Numerical simulation of impact process between spherical ice and a rigid plate based on the ordinary state-based peridynamics. Ocean Eng 288: 116191. https://doi.org/10.1016/j.oceaneng.2023.116191 doi: 10.1016/j.oceaneng.2023.116191
![]() |
[179] |
Zhang Y, Zhang G, Tao L, et al. (2023) Study and discussion on computational efficiency of ice–structure interaction by peridynamic. J Mar Sci Eng 11: 1154. https://doi.org/10.3390/jmse11061154 doi: 10.3390/jmse11061154
![]() |
[180] |
Rivera J, Berjikian J, Ravinder R, et al. (2019) Glass fracture upon ballistic impact: new insights from peridynamics simulations. Front Mat 6: 239. https://doi.org/10.3389/fmats.2019.00239 doi: 10.3389/fmats.2019.00239
![]() |
[181] |
Kazemi SR (2020) Plastic deformation due to high-velocity impact using ordinary state-based peridynamic theory. Int J Impact Eng 137: 103470. https://doi.org/10.1016/j.ijimpeng.2019.103470 doi: 10.1016/j.ijimpeng.2019.103470
![]() |
[182] |
Ha YD (2020) An extended ghost interlayer model in peridynamic theory for high-velocity impact fracture of laminated glass structures. Comput Math Appl 80: 744–761. https://doi.org/10.1016/j.camwa.2020.05.003 doi: 10.1016/j.camwa.2020.05.003
![]() |
[183] | Altenbach H, Larin O, Naumenko K, et al. (2022) Elastic plate under low velocity impact: Classical continuum mechanics vs peridynamics analysis. AIMS Mater Sci 9: 702–718. 10.3934/matersci.2022043 |
[184] |
Zheng J, Shen F, Gu X, et al. (2022) Simulating failure behavior of reinforced concrete T-beam under impact loading by using peridynamics. Int J Impact Eng 165: 104231. https://doi.org/10.1016/j.ijimpeng.2022.104231 doi: 10.1016/j.ijimpeng.2022.104231
![]() |
[185] |
Wu L, Huang D (2022) Energy dissipation study in impact: From elastic and elastoplastic analysis in peridynamics. Int J Solids Struct 234: 111279. https://doi.org/10.1016/j.ijsolstr.2021.111279 doi: 10.1016/j.ijsolstr.2021.111279
![]() |
[186] |
Jafaraghaei Y, Yu T, Bui TQ (2022) Peridynamics simulation of impact failure in glass plates. Theor Appl Fract Mec 121: 103424. https://doi.org/10.1016/j.tafmec.2022.103424 doi: 10.1016/j.tafmec.2022.103424
![]() |
[187] | Candas A, Oterkus E, Imrak CE (2024) Modelling and analysis of wire ropes subjected to transverse impact load using peridynamic theory. J Fac Eng Archit Gaz 39: 847–858. |
[188] |
Xu Y, Zhu P, Wang W (2023) Study of multiple impact behaviors of CFRP based on peridynamics. Compos Struct 322: 117380. https://doi.org/10.1016/j.compstruct.2023.117380 doi: 10.1016/j.compstruct.2023.117380
![]() |
[189] |
Zhang J, Liu X, Yang QS (2023) A unified elasto-viscoplastic peridynamics model for brittle and ductile fractures under high-velocity impact loading. Int J Impact Eng 173: 104471. https://doi.org/10.1016/j.ijimpeng.2022.104471 doi: 10.1016/j.ijimpeng.2022.104471
![]() |
[190] |
Lu D, Song Z, Wang G, et al. (2023) Viscoelastic peridynamic fracture analysis for concrete beam with initial crack under impact. Theor Appl Fract Mec 124: 103757. https://doi.org/10.1016/j.tafmec.2023.103757 doi: 10.1016/j.tafmec.2023.103757
![]() |
[191] |
Cheng Z, Zhang J, Tang J, et al. (2024) Peridynamic model of ECC-concrete composite beam under impact loading. Eng Fract Mech 295: 109791. https://doi.org/10.1016/j.engfracmech.2023.109791 doi: 10.1016/j.engfracmech.2023.109791
![]() |
[192] |
Alebrahim R (2019) Peridynamic modeling of Lamb wave propagation in bimaterial plates. Compos Struct 214: 12–22. https://doi.org/10.1016/j.compstruct.2019.01.108 doi: 10.1016/j.compstruct.2019.01.108
![]() |
[193] |
Nguyen HA, Wang H, Tanaka S, et al. (2022) An in-depth investigation of bimaterial interface modeling using ordinary state-based peridynamics. J Peridyn Nonlocal Model 4: 112–138. https://doi.org/10.1007/s42102-021-00058-x doi: 10.1007/s42102-021-00058-x
![]() |
[194] |
Zhang H, Zhang X, Liu Y, et al. (2022) Peridynamic modeling of elastic bimaterial interface fracture. Comput Method Appl M 390: 114458. https://doi.org/10.1016/j.cma.2021.114458 doi: 10.1016/j.cma.2021.114458
![]() |
[195] |
Wu WP, Li ZZ, Chu X (2023) Peridynamics study on crack propagation and failure behavior in Ni/Ni3Al bi-material structure. Compos Struct 323: 117453. https://doi.org/10.1016/j.compstruct.2023.117453 doi: 10.1016/j.compstruct.2023.117453
![]() |
[196] |
Wang W, Zhu QZ, Ni T, et al. (2023) Numerical simulation of interfacial and subinterfacial crack propagation by using extended peridynamics. Comput Struct 279: 106971. https://doi.org/10.1016/j.compstruc.2023.106971 doi: 10.1016/j.compstruc.2023.106971
![]() |
[197] | Masoumi A, Salehi M, Ravandi M (2023) Modified bond-based peridynamic approach for modeling the thermoviscoelastic response of bimaterials with viscoelastic–elastic interface. Eng Comput. https://doi.org/10.1007/s00366-023-01882-z |
[198] |
Liu S, Fang G, Liang J, et al. (2020) A new type of peridynamics: Element-based peridynamics. Comput Method Appl M 366: 113098. https://doi.org/10.1016/j.cma.2020.113098 doi: 10.1016/j.cma.2020.113098
![]() |
[199] |
Imachi M, Takei T, Ozdemir M, et al. (2021) A smoothed variable horizon peridynamics and its application to the fracture parameters evaluation. Acta Mech 232: 533–553. https://doi.org/10.1007/s00707-020-02863-9 doi: 10.1007/s00707-020-02863-9
![]() |
[200] |
Xia Y, Meng X, Shen G, et al. (2021) Isogeometric analysis of cracks with peridynamics. Comput Method Appl M 377: 113700. https://doi.org/10.1016/j.cma.2021.113700 doi: 10.1016/j.cma.2021.113700
![]() |
[201] |
Javili A, McBride AT, Steinmann P (2021) A geometrically exact formulation of peridynamics. Theor Appl Fract Mec 111: 102850. https://doi.org/10.1016/j.tafmec.2020.102850 doi: 10.1016/j.tafmec.2020.102850
![]() |
[202] |
Yang Z, Oterkus E, Oterkus S, et al. (2023) Double horizon peridynamics. Math Mech Solids 28: 2531–2549. https://doi.org/10.1016/j.cma.2016.12.031 doi: 10.1016/j.cma.2016.12.031
![]() |
[203] |
Wang B, Oterkus S, Oterkus E (2023) Derivation of dual horizon state-based peridynamics formulation based on Euler-Lagrange equation. Continuum Mech Therm 35: 841–861. https://doi.org/10.1007/s00161-020-00915-y doi: 10.1007/s00161-020-00915-y
![]() |
[204] |
Chen H (2018) Bond-associated deformation gradients for peridynamic correspondence model. Mec Res Commun 90: 34–41. https://doi.org/10.1016/j.mechrescom.2018.04.004 doi: 10.1016/j.mechrescom.2018.04.004
![]() |
[205] |
Madenci E, Dorduncu M, Phan N, et al. (2019) Weak form of bond-associated non-ordinary state-based peridynamics free of zero energy modes with uniform or non-uniform discretization. Eng Fract Mech 218: 106613. https://doi.org/10.1016/j.engfracmech.2019.106613 doi: 10.1016/j.engfracmech.2019.106613
![]() |
[206] |
Jafarzadeh S, Mousavi F, Larios A, et al. (2022) A general and fast convolution-based method for peridynamics: Applications to elasticity and brittle fracture. Comput Method Appl M 392: 114666. https://doi.org/10.1016/j.cma.2022.114666 doi: 10.1016/j.cma.2022.114666
![]() |
[207] |
Gu X, Zhang Q, Madenci E (2019) Non-ordinary state-based peridynamic simulation of elastoplastic deformation and dynamic cracking of polycrystal. Eng Fract Mech 218: 106568. https://doi.org/10.1016/j.engfracmech.2019.106568 doi: 10.1016/j.engfracmech.2019.106568
![]() |
[208] |
Gur S, Sadat MR, Frantziskonis GN, et al. (2019) The effect of grain-size on fracture of polycrystalline silicon carbide: A multiscale analysis using a molecular dynamics-peridynamics framework. Comp Mater Sci 159: 341–348. https://doi.org/10.1016/j.commatsci.2018.12.038 doi: 10.1016/j.commatsci.2018.12.038
![]() |
[209] |
Li M, Oterkus S, Oterkus E (2020) Investigation of the effect of porosity on intergranular brittle fracture using peridynamics. Procedia Struct Integr 28: 472–481. https://doi.org/10.1016/j.prostr.2020.10.056 doi: 10.1016/j.prostr.2020.10.056
![]() |
[210] |
Li M, Lu W, Oterkus E, et al. (2020) Thermally-induced fracture analysis of polycrystalline materials by using peridynamics. Eng Anal Bound Elem 117: 167–187. https://doi.org/10.1016/j.enganabound.2020.04.016 doi: 10.1016/j.enganabound.2020.04.016
![]() |
[211] |
Zhu J, He X, Yang D, et al. (2021) A peridynamic model for fracture analysis of polycrystalline BCC-Fe associated with molecular dynamics simulation. Theor Appl Fract Mec 114: 102999. https://doi.org/10.1016/j.tafmec.2021.102999 doi: 10.1016/j.tafmec.2021.102999
![]() |
[212] |
Premchander A, Amin I, Oterkus S, et al. (2022) Peridynamic modelling of propagation of cracks in photovoltaic panels. Procedia Struct Integr 41: 305–316. https://doi.org/10.1016/j.prostr.2022.05.036 doi: 10.1016/j.prostr.2022.05.036
![]() |
[213] |
Chen Z, Niazi S, Bobaru F (2019) A peridynamic model for brittle damage and fracture in porous materials. Int J Rock Mech Min 122: 104059. https://doi.org/10.1016/j.ijrmms.2019.104059 doi: 10.1016/j.ijrmms.2019.104059
![]() |
[214] |
Shen S, Yang Z, Han F, et al. (2021) Peridynamic modeling with energy-based surface correction for fracture simulation of random porous materials. Theor Appl Fract Mec 114: 102987. https://doi.org/10.1016/j.tafmec.2021.102987 doi: 10.1016/j.tafmec.2021.102987
![]() |
[215] |
Ni T, Sanavia L, Zaccariotto M, et al. (2022) Fracturing dry and saturated porous media, peridynamics and dispersion. Comput Geotech 151: 104990. https://doi.org/10.1016/j.compgeo.2022.104990 doi: 10.1016/j.compgeo.2022.104990
![]() |
[216] |
Ozdemir M, Oterkus S, Oterkus E, et al. (2023) Evaluation of dynamic behaviour of porous media including micro-cracks by ordinary state-based peridynamics. Eng Comput 39: 61–79. https://doi.org/10.1007/s00366-021-01506-4 doi: 10.1007/s00366-021-01506-4
![]() |
[217] |
Shangkun S, Zihao Y, Junzhi C, et al. (2023) Dual-variable-horizon peridynamics and continuum mechanics coupling modeling and adaptive fracture simulation in porous materials. Eng Comput 39: 3207–3227. https://doi.org/10.1007/s00366-022-01730-6 doi: 10.1007/s00366-022-01730-6
![]() |
[218] |
Gu X, Li X, Xia X, et al. (2023) A robust peridynamic computational framework for predicting mechanical properties of porous quasi-brittle materials. Compos Struct 303: 116245. https://doi.org/10.1016/j.compstruct.2022.116245 doi: 10.1016/j.compstruct.2022.116245
![]() |
[219] | Altay U, Dorduncu M, Kadioglu S (2024) Dual horizon peridynamic approach for studying the effect of porous media on the dynamic crack growth in brittle materials. J Peridyn Nonlocal Model. https://doi.org/10.1007/s42102-023-00115-7 |
[220] |
Yan H, Sedighi M, Jivkov AP (2020) Peridynamics modelling of coupled water flow and chemical transport in unsaturated porous media. J Hydrol 591: 125648. https://doi.org/10.1016/j.jhydrol.2020.125648 doi: 10.1016/j.jhydrol.2020.125648
![]() |
[221] |
Katiyar A, Agrawal S, Ouchi H, et al. (2020) A general peridynamics model for multiphase transport of non-Newtonian compressible fluids in porous media. J Comput Phys 402: 109075. https://doi.org/10.1016/j.jcp.2019.109075 doi: 10.1016/j.jcp.2019.109075
![]() |
[222] |
Sun W, Fish J (2021) Coupling of non-ordinary state-based peridynamics and finite element method for fracture propagation in saturated porous media. Int J Numer Anal Met 45: 1260–1281. https://doi.org/10.1002/nag.3200 doi: 10.1002/nag.3200
![]() |
[223] |
Ni T, Pesavento F, Zaccariotto M, et al. (2021) Numerical simulation of forerunning fracture in saturated porous solids with hybrid fem/peridynamic model. Comput Geotech 133: 104024. https://doi.org/10.1016/j.compgeo.2021.104024 doi: 10.1016/j.compgeo.2021.104024
![]() |
[224] |
Galadima Y, Oterkus E, Oterkus S (2019) Two-dimensional Implementation of the coarsening method for linear peridynamics. AIMS Mater Sci 6: 252–275. 10.3934/matersci.2019.2.252 doi: 10.3934/matersci.2019.2.252
![]() |
[225] |
Galadima YK, Oterkus E, Oterkus S (2021) Model order reduction of linear peridynamic systems using static condensation. Math Mech Solids 26: 552–569. https://doi.org/10.1177/1081286520937045 doi: 10.1177/1081286520937045
![]() |
[226] |
Galadima YK, Oterkus E, Oterkus S (2022) Static condensation of peridynamic heat conduction model. Math Mech Solids 27: 2689–2714. https://doi.org/10.1177/10812865221081160 doi: 10.1177/10812865221081160
![]() |
[227] |
Dong H, Wang H, Jiang G, et al. (2023) An adaptive partitioned reduced order model of peridynamics for efficient static fracture simulation. Eng Anal Bound Elem 157: 191–206. https://doi.org/10.1016/j.enganabound.2023.09.007 doi: 10.1016/j.enganabound.2023.09.007
![]() |
[228] |
Zhao T, Shen Y (2023) A reduced-order peridynamic model for predicting nonlocal heat conduction in nanocomposites. Compos Struct 323: 117477. https://doi.org/10.1016/j.compstruct.2023.117477 doi: 10.1016/j.compstruct.2023.117477
![]() |
[229] |
Dai MJ, Tanaka S, Oterkus S, et al. (2020) Mixed-mode stress intensity factors evaluation for flat shells under in-plane loading employing ordinary state-based peridynamics. Theor Appl Fract Mec 112: 102841. https://doi.org/10.1016/j.tafmec.2020.102841 doi: 10.1016/j.tafmec.2020.102841
![]() |
[230] |
Zhu N, Oterkus E (2020) Calculation of stress intensity factor using displacement extrapolation method in peridynamic framework. J Mech 36: 235–243. https://doi.org/10.1017/jmech.2019.62 doi: 10.1017/jmech.2019.62
![]() |
[231] |
Le MQ (2023) Mode-Ⅰ stress intensity factor by peridynamic stresses. Theor Appl Fract Mec 123: 103721. https://doi.org/10.1016/j.tafmec.2022.103721 doi: 10.1016/j.tafmec.2022.103721
![]() |
[232] |
Wang H, Tanaka S, Oterkus S, et al. (2023) Evaluation of stress intensity factors under thermal effect employing domain integral method and ordinary state based peridynamic theory. Continuum Mech Therm 35: 1021–1040. https://doi.org/10.1007/s00161-021-01033-z doi: 10.1007/s00161-021-01033-z
![]() |
[233] |
Kefal A, Diyaroglu C, Yildiz M, et al. (2022) Coupling of peridynamics and inverse finite element method for shape sensing and crack propagation monitoring of plate structures. Comput Method Appl M 391: 114520. https://doi.org/10.1016/j.cma.2021.114520 doi: 10.1016/j.cma.2021.114520
![]() |
[234] |
Oterkus S, Oterkus E (2023) Peridynamic surface elasticity formulation based on modified core-shell model. J Peridyn Nonlocal Model 5: 229–240. https://doi.org/10.1007/s42102-022-00089-y doi: 10.1007/s42102-022-00089-y
![]() |
[235] |
Javili A, Ekiz E, McBride AT, et al. (2021) Continuum-kinematics-inspired peridynamics: Thermo-mechanical problems. Continuum Mech Therm 33: 2039–2063. https://doi.org/10.1007/s00161-021-01000-8 doi: 10.1007/s00161-021-01000-8
![]() |
[236] |
Pathrikar A, Tiwari SB, Arayil P, et al. (2021) Thermomechanics of damage in brittle solids: A peridynamics model. Theor Appl Fract Mec 112: 102880. https://doi.org/10.1016/j.tafmec.2020.102880 doi: 10.1016/j.tafmec.2020.102880
![]() |
[237] |
Wang B, Oterkus S, Oterkus E (2021) Thermal diffusion analysis by using dual horizon peridynamics. J Therm Stresses 44: 51–74. https://doi.org/10.1080/01495739.2020.1843378 doi: 10.1080/01495739.2020.1843378
![]() |
[238] |
Chen W, Gu X, Zhang Q, et al. (2021) A refined thermo-mechanical fully coupled peridynamics with application to concrete cracking. Eng Fract Mech 242: 107463. https://doi.org/10.1016/j.engfracmech.2020.107463 doi: 10.1016/j.engfracmech.2020.107463
![]() |
[239] |
Martowicz A, Kantor S, Pieczonka Ł, et al. (2021) Phase transformation in shape memory alloys: A numerical approach for thermomechanical modeling via peridynamics. Meccanica 56: 841–854. https://doi.org/10.1007/s11012-020-01276-1 doi: 10.1007/s11012-020-01276-1
![]() |
[240] |
Wang B, Oterkus S, Oterkus E (2022) Thermomechanical phase change peridynamic model for welding analysis. Eng Anal Bound Elem 140: 371–385. https://doi.org/10.1016/j.enganabound.2022.04.030 doi: 10.1016/j.enganabound.2022.04.030
![]() |
[241] |
Liu QQ, Wu D, Madenci E, et al. (2022) State-based peridynamics for thermomechanical modeling of fracture mechanisms in nuclear fuel pellets. Eng Fract Mech 276: 108917. https://doi.org/10.1016/j.engfracmech.2022.108917 doi: 10.1016/j.engfracmech.2022.108917
![]() |
[242] |
Zhang J, Guo L (2023) A fully coupled thermo-mechanical peridynamic model for cracking analysis of frozen rocks. Comput Geotech 164: 105809. https://doi.org/10.1016/j.compgeo.2023.105809 doi: 10.1016/j.compgeo.2023.105809
![]() |
[243] |
Sun WK, Yin BB, Akbar A, et al. (2024) A coupled 3D thermo-mechanical peridynamic model for cracking analysis of homogeneous and heterogeneous materials. Comput Method Appl M 418: 116577. https://doi.org/10.1016/j.cma.2023.116577 doi: 10.1016/j.cma.2023.116577
![]() |
[244] |
Nikolaev P, Jivkov AP, Fifre M, et al. (2024) Peridynamic analysis of thermal behaviour of PCM composites for heat storage. Comput Method Appl M 424: 116905. https://doi.org/10.1016/j.cma.2024.116905 doi: 10.1016/j.cma.2024.116905
![]() |
[245] |
Wen Z, Hou C, Zhao M, et al. (2023) A peridynamic model for non-Fourier heat transfer in orthotropic plate with uninsulated cracks. Appl Math Model 115: 706–723. https://doi.org/10.1016/j.apm.2022.11.010 doi: 10.1016/j.apm.2022.11.010
![]() |
[246] | Abdoh DA (2024) Peridynamic modeling of transient heat conduction in solids using a highly efficient algorithm. Numer Heat Tr B-Fund 1–16. https://doi.org/10.1080/10407790.2024.2310708 |
[247] |
Kefal A, Sohouli A, Oterkus E, et al. (2019) Topology optimization of cracked structures using peridynamics. Continuum Mech Therm 31: 1645–1672. https://doi.org/10.1007/s00161-019-00830-x doi: 10.1007/s00161-019-00830-x
![]() |
[248] |
Oh M, Koo B, Kim JH, et al. (2021) Shape design optimization of dynamic crack propagation using peridynamics. Eng Fract Mech 252: 107837. https://doi.org/10.1016/j.engfracmech.2021.107837 doi: 10.1016/j.engfracmech.2021.107837
![]() |
[249] |
Silling SA (2019) Attenuation of waves in a viscoelastic peridynamic medium. Math Mech Solids 24: 3597–3613. https://doi.org/10.1177/1081286519847241 doi: 10.1177/1081286519847241
![]() |
[250] |
Behera D, Roy P, Madenci E (2021) Peridynamic modeling of bonded-lap joints with viscoelastic adhesives in the presence of finite deformation. Comput Method Appl M 374: 113584. https://doi.org/10.1016/j.cma.2020.113584 doi: 10.1016/j.cma.2020.113584
![]() |
[251] |
Yu H, Chen X (2021) A viscoelastic micropolar peridynamic model for quasi-brittle materials incorporating loading-rate effects. Comput Method Appl M 383: 113897. https://doi.org/10.1016/j.cma.2021.113897 doi: 10.1016/j.cma.2021.113897
![]() |
[252] |
Ozdemir M, Oterkus S, Oterkus E, et al. (2022) Fracture simulation of viscoelastic membranes by ordinary state-based peridynamics. Procedia Struct Integr 41: 333–342. https://doi.org/10.1016/j.prostr.2022.05.039 doi: 10.1016/j.prostr.2022.05.039
![]() |
[253] |
Huang Y, Oterkus S, Hou H, et al. (2022) Peridynamic model for visco-hyperelastic material deformation in different strain rates. Continuum Mech Therm 34: 977–1011. https://doi.org/10.1007/s00161-019-00849-0 doi: 10.1007/s00161-019-00849-0
![]() |
[254] |
Tian DL, Zhou XP (2022) A viscoelastic model of geometry-constraint-based non-ordinary state-based peridynamics with progressive damage. Comput Mech 69: 1413–1441. https://doi.org/10.1007/s00466-022-02148-z doi: 10.1007/s00466-022-02148-z
![]() |
[255] |
Azizi MA, Mohd Zahari MZ, Abdul Rahim S, et al. (2022) Fracture analysis for viscoelastic creep using peridynamic formulation. J Theor Appl Mech 60: 579–591. https://doi.org/10.15632/jtam-pl/152712 doi: 10.15632/jtam-pl/152712
![]() |
[256] |
Galadima YK, Oterkus S, Oterkus E, et al. (2023) Modelling of viscoelastic materials by using non-ordinary state-based peridynamics. Eng Comput 40: 527–540. https://doi.org/10.1007/s00366-023-01808-9 doi: 10.1007/s00366-023-01808-9
![]() |
[257] |
Zhang X, Xu Z, Yang Q (2019) Wave dispersion and propagation in linear peridynamic media. Shock Vib 2019: 1–9. https://doi.org/10.1155/2019/9528978 doi: 10.1155/2019/9528978
![]() |
[258] |
Wang B, Oterkus S, Oterkus E (2020) Closed-form dispersion relationships in bond-based peridynamics. Procedia Struct Integr 28: 482–490. https://doi.org/10.1016/j.prostr.2020.10.057 doi: 10.1016/j.prostr.2020.10.057
![]() |
[259] |
Li S, Jin Y, Lu H, et al. (2021) Wave dispersion and quantitative accuracy analysis of bond-based peridynamic models with different attenuation functions. Comp Mater Sci 197: 110667. https://doi.org/10.1016/j.commatsci.2021.110667 doi: 10.1016/j.commatsci.2021.110667
![]() |
[260] |
Oterkus S, Oterkus E (2023) Comparison of peridynamics and lattice dynamics wave dispersion relationships. J Peridyn Nonlocal Model 5: 461–471. https://doi.org/10.1007/s42102-022-00087-0 doi: 10.1007/s42102-022-00087-0
![]() |
[261] |
Alebrahim R, Packo P, Zaccariotto M, et al. (2022) Improved wave dispersion properties in 1D and 2D bond-based peridynamic media. Comp Part Mech 9: 597–614. https://doi.org/10.1007/s40571-021-00433-x doi: 10.1007/s40571-021-00433-x
![]() |
[262] | Wang B, Oterkus S, Oterkus E (2023) Closed-form wave dispersion relationships for ordinary state-based peridynamics. J Peridyn Nonlocal Model. https://doi.org/10.1007/s42102-023-00109-5 |
1. | Emilio N.M. Cirillo, Matteo Colangeli, Adrian Muntean, T.K. Thoa Thieu, When diffusion faces drift: Consequences of exclusion processes for bi-directional pedestrian flows, 2020, 413, 01672789, 132651, 10.1016/j.physd.2020.132651 | |
2. | Pei-Yang Wu, Ren-Yong Guo, Liang Ma, Bin Chen, Junjie Wu, Qiuhong Zhao, Simulation of pedestrian route choice with local view: A potential field approach, 2021, 92, 0307904X, 687, 10.1016/j.apm.2020.11.036 | |
3. | T.K. Thoa Thieu, Matteo Colangeli, Adrian Muntean, Uniqueness and stability with respect to parameters of solutions to a fluid-like driven system for active-passive pedestrian dynamics, 2021, 495, 0022247X, 124702, 10.1016/j.jmaa.2020.124702 | |
4. | Yu Song, Bingrui Liu, Lejia Li, Jia Liu, Modelling and simulation of crowd evacuation in terrorist attacks, 2022, 0368-492X, 10.1108/K-02-2022-0260 | |
5. | Matteo Colangeli, Adrian Muntean, 2021, Chapter 8, 978-3-030-91645-9, 185, 10.1007/978-3-030-91646-6_8 | |
6. | Xuemei Zhou, Guohui Wei, Zhen Guan, Jiaojiao Xi, Simulation of Pedestrian Evacuation Behavior Considering Dynamic Information Guidance in a Hub, 2022, 1007-1172, 10.1007/s12204-022-2560-0 | |
7. | Thi Kim Thoa Thieu, Adrian Muntean, Roderick Melnik, Coupled stochastic systems of Skorokhod type: Well‐posedness of a mathematical model and its applications, 2022, 0170-4214, 10.1002/mma.8975 | |
8. | Thoa Thieu, Roderick Melnik, Modelling the Behavior of Human Crowds as Coupled Active-passive Dynamics of Interacting Particle Systems, 2025, 27, 1387-5841, 10.1007/s11009-025-10139-9 |