Algorithm 1 Computing parameter τ and Householder vector u [6] |
Input: t∈Rq Output: u, τ σ=||t||22 u=t,u(1)=1 if (σ=0) then τ=0 else μ=√t21+σ end if if t1≤0 then u(1)=t1−μ else u(1)=−σ/(t1+μ) end if τ=2u(1)2/(σ+u(1)2) u=u/u(1) |
Thanks to high dissipation properties, embedding NiTi Shape Memory Alloys in passive damping devices is effective to mitigate vibrations in building and cable structures. These devices can inconceivably be tested directly on full-scale experimental structures or on structures in service. To predict their effectiveness and optimize the set-up parameters, numerical tools are more and more developed. Most of them consist of Finite Element models representing the structure equipped with the damping device, embedding parts associated with a superelastic behavior. Generally, the implemented behavior laws do not include all the phenomena at the origin of strain energy dissipation, but stress-induced martensitic transformation only. This article presents a thermomechanical behavior law including the following phenomena: (i) intermediate R-phase transformation, (ii) thermal effects and (iii) strain localization. This law was implemented in a commercial Finite Element code to study the dynamic response of a bridge cable equipped with a NiTi wire-based damping device. The numerical results were compared to full-scale experimental ones, by considering the above-mentioned phenomena taken coupled or isolated: it has been shown that it is necessary to take all of these phenomena into account in order to successfully predict the damping capacity of the device.
Citation: Helbert Guillaume, Dieng Lamine, Chirani Shabnam Arbab, Pilvin Philippe. Influence of the thermomechanical behavior of NiTi wires embedded in a damper on its damping capacity: Application to a bridge cable[J]. AIMS Materials Science, 2023, 10(1): 1-25. doi: 10.3934/matersci.2023001
[1] | Jawdat Alebraheem . Asymptotic stability of deterministic and stochastic prey-predator models with prey herd immigration. AIMS Mathematics, 2025, 10(3): 4620-4640. doi: 10.3934/math.2025214 |
[2] | Chuanfu Chai, Yuanfu Shao, Yaping Wang . Analysis of a Holling-type IV stochastic prey-predator system with anti-predatory behavior and Lévy noise. AIMS Mathematics, 2023, 8(9): 21033-21054. doi: 10.3934/math.20231071 |
[3] | Chuangliang Qin, Jinji Du, Yuanxian Hui . Dynamical behavior of a stochastic predator-prey model with Holling-type III functional response and infectious predator. AIMS Mathematics, 2022, 7(5): 7403-7418. doi: 10.3934/math.2022413 |
[4] | Yingyan Zhao, Changjin Xu, Yiya Xu, Jinting Lin, Yicheng Pang, Zixin Liu, Jianwei Shen . Mathematical exploration on control of bifurcation for a 3D predator-prey model with delay. AIMS Mathematics, 2024, 9(11): 29883-29915. doi: 10.3934/math.20241445 |
[5] | Francesca Acotto, Ezio Venturino . How do predator interference, prey herding and their possible retaliation affect prey-predator coexistence?. AIMS Mathematics, 2024, 9(7): 17122-17145. doi: 10.3934/math.2024831 |
[6] | Xuyang Cao, Qinglong Wang, Jie Liu . Hopf bifurcation in a predator-prey model under fuzzy parameters involving prey refuge and fear effects. AIMS Mathematics, 2024, 9(9): 23945-23970. doi: 10.3934/math.20241164 |
[7] | Saiwan Fatah, Arkan Mustafa, Shilan Amin . Predator and n-classes-of-prey model incorporating extended Holling type Ⅱ functional response for n different prey species. AIMS Mathematics, 2023, 8(3): 5779-5788. doi: 10.3934/math.2023291 |
[8] | Naret Ruttanaprommarin, Zulqurnain Sabir, Salem Ben Said, Muhammad Asif Zahoor Raja, Saira Bhatti, Wajaree Weera, Thongchai Botmart . Supervised neural learning for the predator-prey delay differential system of Holling form-III. AIMS Mathematics, 2022, 7(11): 20126-20142. doi: 10.3934/math.20221101 |
[9] | Xuegui Zhang, Yuanfu Shao . Analysis of a stochastic predator-prey system with mixed functional responses and Lévy jumps. AIMS Mathematics, 2021, 6(5): 4404-4427. doi: 10.3934/math.2021261 |
[10] | Wei Ou, Changjin Xu, Qingyi Cui, Yicheng Pang, Zixin Liu, Jianwei Shen, Muhammad Zafarullah Baber, Muhammad Farman, Shabir Ahmad . Hopf bifurcation exploration and control technique in a predator-prey system incorporating delay. AIMS Mathematics, 2024, 9(1): 1622-1651. doi: 10.3934/math.2024080 |
Thanks to high dissipation properties, embedding NiTi Shape Memory Alloys in passive damping devices is effective to mitigate vibrations in building and cable structures. These devices can inconceivably be tested directly on full-scale experimental structures or on structures in service. To predict their effectiveness and optimize the set-up parameters, numerical tools are more and more developed. Most of them consist of Finite Element models representing the structure equipped with the damping device, embedding parts associated with a superelastic behavior. Generally, the implemented behavior laws do not include all the phenomena at the origin of strain energy dissipation, but stress-induced martensitic transformation only. This article presents a thermomechanical behavior law including the following phenomena: (i) intermediate R-phase transformation, (ii) thermal effects and (iii) strain localization. This law was implemented in a commercial Finite Element code to study the dynamic response of a bridge cable equipped with a NiTi wire-based damping device. The numerical results were compared to full-scale experimental ones, by considering the above-mentioned phenomena taken coupled or isolated: it has been shown that it is necessary to take all of these phenomena into account in order to successfully predict the damping capacity of the device.
Saddle point problems occur in many scientific and engineering applications. These applications inlcudes mixed finite element approximation of elliptic partial differential equations (PDEs) [1,2,3], parameter identification problems [4,5], constrained and weighted least squares problems [6,7], model order reduction of dynamical systems [8,9], computational fluid dynamics (CFD) [10,11,12], constrained optimization [13,14,15], image registration and image reconstruction [16,17,18], and optimal control problems [19,20,21]. Mostly iterative solvers are used for solution of such problem due to its usual large, sparse or ill-conditioned nature. However, there exists some applications areas such as optimization problems and computing the solution of subproblem in different methods which requires direct methods for solving saddle point problem. We refer the readers to [22] for detailed survey.
The Finite element method (FEM) is usually used to solve the coupled systems of differential equations. The FEM algorithm contains solving a set of linear equations possessing the structure of the saddle point problem [23,24]. Recently, Okulicka and Smoktunowicz [25] proposed and analyzed block Gram-Schmidt methods using thin Householder QR factorization for solution of 2×2 block linear system with emphasis on saddle point problems. Updating techniques in matrix factorization is studied by many researchers, for example, see [6,7,26,27,28]. Hammarling and Lucas [29] presented updating of the QR factorization algorithms with applications to linear least squares (LLS) problems. Yousaf [30] studied QR factorization as a solution tools for LLS problems using repeated partition and updating process. Andrew and Dingle [31] performed parallel implementation of the QR factorization based updating algorithms on GPUs for solution of LLS problems. Zeb and Yousaf [32] studied equality constraints LLS problems using QR updating techniques. Saddle point problems solver with improved Variable-Reduction Method (iVRM) has been studied in [33]. The analysis of symmetric saddle point systems with augmented Lagrangian method using Generalized Singular Value Decomposition (GSVD) has been carried out by Dluzewska [34]. The null-space approach was suggested by Scott and Tuma to solve large-scale saddle point problems involving small and non-zero (2, 2) block structures [35].
In this article, we proposed an updating QR factorization technique for numerical solution of saddle point problem given as
Mz=f⇔(ABBT−C)(xy)=(f1f2), | (1.1) |
which is a linear system where A∈Rp×p, B∈Rp×q (q≤p) has full column rank matrix, BT represents transpose of the matrix B, and C∈Rq×q. There exists a unique solution z=(x,y)T of problem (1.1) if 2×2 block matrix M is nonsingular. In our proposed technique, instead of working with large system having a number of complexities such as memory consumption and storage requirements, we compute QR factorization of matrix A and then updated its upper triangular factor R by appending B and (BT−C) to obtain the solution. The QR factorization updated process consists of updating of the upper triangular factor R and avoiding the involvement of orthogonal factor Q due to its expensive storage requirements [6]. The proposed technique is not only applicable for solving saddle point problem but also can be used as an updating strategy when QR factorization of matrix A is in hand and one needs to add matrices of similar nature to its right end or at bottom position for solving the modified problems.
The paper is organized according to the following. The background concepts are presented in Section 2. The core concept of the suggested technique is presented in Section 3, along with a MATLAB implementation of the algorithm for problem (1.1). In Section 4 we provide numerical experiments to illustrate its applications and accuracy. Conclusion is given in Section 5.
Some important concepts are given in this section. These concepts will be used further in our main Section 3.
The QR factorization of a matrix S∈Rp×q is defined as
S=QR, Q∈Rp×p, R∈Rp×q, | (2.1) |
where Q is an orthogonal matrix and R is an upper trapezoidal matrix. It can be computed using Gram Schmidt orthogonalization process, Givens rotations, and Householder reflections.
The QR factorization using Householder reflections can be obtained by successively pre-multiplying matrix S with series of Householder matrices Hq⋯H2H1 which introduces zeros in all the subdiagonal elements of a column simultaneously. The H∈Rq×q matrix for a non-zero Householder vector u∈Rq is in the form
H=Iq−τuuT, τ=2uTu. | (2.2) |
Householder matrix is symmetric and orthogonal. Setting
u=t±||t||2e1, | (2.3) |
we have
Ht=t−τuuTt=∓αe1, | (2.4) |
where t is a non-zero vector, α is a scalar, ||⋅||2 is the Euclidean norm, and e1 is a unit vector.
Choosing the negative sign in (2.3), we get positive value of α. However, severe cancellation error can occur if α is close to a positive multiple of e1 in (2.3). Let t∈Rq be a vector and t1 be its first element, then the following Parlett's formula [36]
u1=t1−||t||2=t21−||t||22t1+||t||2=−(t22+⋯+t2n)t1+||t||2, |
can be used to avoid the cancellation error in the case when t1>0. For further details regarding QR factorization, we refer to [6,7].
With the aid of the following algorithm, the Householder vector u required for the Householder matrix H is computed.
Algorithm 1 Computing parameter τ and Householder vector u [6] |
Input: t∈Rq Output: u, τ σ=||t||22 u=t,u(1)=1 if (σ=0) then τ=0 else μ=√t21+σ end if if t1≤0 then u(1)=t1−μ else u(1)=−σ/(t1+μ) end if τ=2u(1)2/(σ+u(1)2) u=u/u(1) |
We consider problem (1.1) as
Mz=f, |
where
M=(ABBT−C)∈R(p+q)×(p+q), z=(xy)∈Rp+q, and f=(f1f2)∈Rp+q. |
Computing QR factorization of matrix A, we have
ˆR=ˆQTA, ˆd=ˆQTf1, | (3.1) |
where ˆR∈Rp×p is the upper triangular matrix, ˆd∈Rp is the corresponding right hand side (RHS) vector, and ˆQ∈Rp×p is the orthogonal matrix. Moreover, multiplying the transpose of matrix ˆQ with matrix Mc=B∈Rp×q, we get
Nc=ˆQTMc∈Rp×q. | (3.2) |
Equation (3.1) is obtained using MATLAB build-in command qr which can also be computed by constructing Householder matrices H1…Hp using Algorithm 1 and applying Householder QR algorithm [6]. Then, we have
ˆR=Hp…H1A, ˆd=Hp…H1f1, |
where ˆQ=H1…Hp and Nc=Hp…H1Mc. It gives positive diagonal values of ˆR and also economical with respect to storage requirements and times of calculation [6].
Appending matrix Nc given in Eq (3.2) to the right end of the upper triangular matrix ˆR in (3.1), we get
ˊR=[ˆR(1:p,1:p)Nc(1:p,1:q)]∈Rp×(p+q). | (3.3) |
Here, if the factor ˊR has the upper triangular structure, then ˊR=ˉR. Otherwise, by using Algorithm 1 to form the Householder matrices Hp+1…Hp+q and applying it to ˊR as
ˉR=Hp+q…Hp+1ˊR and ˉd=Hp+q…Hp+1ˆd, | (3.4) |
we obtain the upper triangular matrix ˉR.
Now, the matrix Mr=(BT−C) and its corresponding RHS f2∈Rq are added to the ˉR factor and ˉd respectively in (3.4)
ˉRr=(ˉR(1:p,1:p+q)Mr(q:p+q,q:p+q)) and ˉdr=(ˉd(1:p)f2(1:q)). |
Using Algorithm 1 to build the householder matrices H1…Hp+q and apply it to ˉRr and its RHS ˉdr, this implies
˜R=Hp+q…H1(ˉRMr), ˜d=Hp+q…H1(ˉdf2). |
Hence, we determine the solution of problem (1.1) as ˜z=backsub(˜R,˜d), where backsub is the MATLAB built-in command for backward substitution.
The algorithmic representation of the above procedure for solving problem (1.1) is given in Algorithm 2.
Algorithm 2 Algorithm for solution of problem (1.1) |
Input: A∈Rp×p, B∈Rp×q, C∈Rq×q, f1∈Rp, f2∈Rq Output: ˜z∈Rp+q [ˆQ,ˆR]=qr(A), ˆd=ˆQTf1, and Nc=ˆQTMc ˆR(1:p,q+1:p+q)=Nc(1:p,1:q) if p≤p+q then ˉR=triu(ˆR), ˉd=ˆd else for m=p−1 to min(p,p+q) do [u,τ,ˆR(m,m)]=householder(ˆR(m,m),ˆR(m+1:p,m)) W=ˆR(m,m+1:p+q)+uTˆR(m+1:p,m+1:p+q) ˆR(m,m+1:p+q)=ˆR(m,m+1:p+q)−τW if m<p+q then ˆR(m+1:p,m+1:p+q)=ˆR(m+1:p,m+1:p+q)−τuW end if ˉd(m:p)=ˆd(m:p)−τ(1u)(1uT)ˆd(m:p) end for ˉR=triu(ˆR) end if for m=1 to min(p,p+q) do [u,τ,ˉR(m,m)]=householder(ˉR(m,m),Mr(1:q,m)) W1=ˉR(m,m+1:p+q)+uTMr(1:q,m+1:p+q) ˉR(m,m+1:p+q)=ˉR(m,m+1:p+q)−τW1 if m<p+q then Mr(1:q,m+1:p+q)=Mr(1:q,m+1:p+q)−τuW1 end if ˉdm=ˉd(m) ˉd(m)=(1−τ)ˉd(m)−τuTf2(1:q) f3(1:q)=f2(1:q)−τuˉdm−τu(uTf2(1:q)) end for if p<p+q then [ˊQr,ˊRr]=qr(Mr(:,p+1:p+q)) ˉR(p+1:p+q,p+1:p+q)=ˊRr f3=ˊQTrf2 end if ˜R=triu(ˉR) ˜d=f3 ˜z=backsub(˜R(1:p+q,1:p+q),˜d(1:p+q)) |
To demonstrate applications and accuracy of our suggested algorithm, we give several numerical tests done in MATLAB in this section. Considering that z=(x,y)T be the actual solution of the problem (1.1) where x=ones(p,1) and y=ones(q,1). Let ˜z be our proposed Algorithm 2 solution. In our test examples, we consider randomly generated test problems of different sizes and compared the results with the block classical block Gram-Schmidt re-orthogonalization method (BCGS2) [25]. Dense matrices are taken in our test problems. We carried out numerical experiments as follow.
Example 1. We consider
A=A1+A′12, B=randn(′state′,0), and C=C1+C′12, |
where randn(′state′,0) is the MATLAB command used to reset to its initial state the random number generator; A1=P1D1P′1, C1=P2D2P′2, P1=orth(rand(p)) and P2=orth(rand(q)) are randomly orthogonal matrices, D1=logspace(0,−k,p) and D2=logspace(0,−k,q) are diagonal matrices which generates p and q points between decades 1 and 10−k respectively. We describe the test matrices in Table 1 by giving its size and condition number κ. The condition number κ for a matrix S is defined as κ(S)=||S||2||S−1||2. Moreover, the results comparison and numerical illustration of backward error tests of the algorithm are given respectively in Tables 2 and 3.
Problem | size(A) | κ(A) | size(B) | κ(B) | size(C) | κ(C) |
(1) | 16×16 | 1.0000e+05 | 16×9 | 6.1242 | 9×9 | 1.0000e+05 |
(2) | 120×120 | 1.0000e+05 | 120×80 | 8.4667 | 80×80 | 1.0000e+05 |
(3) | 300×300 | 1.0000e+06 | 300×200 | 9.5799 | 200×200 | 1.0000e+06 |
(4) | 400×400 | 1.0000e+07 | 400×300 | 13.2020 | 300×300 | 1.0000e+07 |
(5) | 900×900 | 1.0000e+08 | 900×700 | 15.2316 | 700×700 | 1.0000e+08 |
Problem | size(M) | κ(M) | ||z−˜z||2||z||2 | ||z−zBCGS2||2||z||2 |
(1) | 25×25 | 7.7824e+04 | 6.9881e-13 | 3.3805e-11 |
(2) | 200×200 | 2.0053e+06 | 4.3281e-11 | 2.4911e-09 |
(3) | 500×500 | 3.1268e+07 | 1.0582e-09 | 6.3938e-08 |
(4) | 700×700 | 3.5628e+08 | 2.8419e-09 | 4.3195e-06 |
(5) | 1600×1600 | 2.5088e+09 | 7.5303e-08 | 3.1454e-05 |
Problem | ||M−˜Q˜R||F||M||F | ||I−˜QT˜Q||F |
(1) | 6.7191e-16 | 1.1528e-15 |
(2) | 1.4867e-15 | 2.7965e-15 |
(3) | 2.2052e-15 | 4.1488e-15 |
(4) | 2.7665e-15 | 4.9891e-15 |
(5) | 3.9295e-15 | 6.4902e-15 |
The relative errors for the presented algorithm and its comparison with BCGS2 method in Table 2 showed that the algorithm is applicable and have good accuracy. Moreover, the numerical results for backward stability analysis of the suggested updating algorithm is given in Table 3.
Example 2. In this experiment, we consider A=H where H is a Hilbert matrix generated with MATLAB command hilb(p). It is symmetric, positive definite, and ill-conditioned matrix. Moreover, we consider test matrices B and C similar to that as given in Example 1 but with different dimensions. Tables 4–6 describe the test matrices, numerical results and backward error results, respectively.
Problem | size(A) | κ(A) | size(B) | κ(B) | size(C) | κ(C) |
(6) | 6×6 | 1.4951e+07 | 6×3 | 2.6989 | 3×3 | 1.0000e+05 |
(7) | 8×8 | 1.5258e+10 | 8×4 | 2.1051 | 4×4 | 1.0000e+06 |
(8) | 12×12 | 1.6776e+16 | 12×5 | 3.6108 | 5×5 | 1.0000e+07 |
(9) | 13×13 | 1.7590e+18 | 13×6 | 3.5163 | 6×6 | 1.0000e+10 |
(10) | 20×20 | 2.0383e+18 | 20×10 | 4.4866 | 10×10 | 1.0000e+10 |
Problem | size(M) | κ(M) | ||z−˜z||2||z||2 | ||z−zBCGS2||2||z||2 |
(6) | 9×9 | 8.2674e+02 | 9.4859e-15 | 2.2003e-14 |
(7) | 12×12 | 9.7355e+03 | 2.2663e-13 | 9.3794e-13 |
(8) | 17×17 | 6.8352e+08 | 6.8142e-09 | 1.8218e-08 |
(9) | 19×19 | 2.3400e+07 | 2.5133e-10 | 1.8398e-09 |
(10) | 30×30 | 8.0673e+11 | 1.9466e-05 | 1.0154e-03 |
Problem | ||M−˜Q˜R||F||M||F | ||I−˜QT˜Q||F |
(6) | 5.0194e-16 | 6.6704e-16 |
(7) | 8.4673e-16 | 1.3631e-15 |
(8) | 7.6613e-16 | 1.7197e-15 |
(9) | 9.1814e-16 | 1.4360e-15 |
(10) | 7.2266e-16 | 1.5554e-15 |
From Table 5, it can bee seen that the presented algorithm is applicable and showing good accuracy. Table 6 numerically illustrates the backward error results of the proposed Algorithm 2.
In this article, we have considered the saddle point problem and studied updated of the Householder QR factorization technique to compute its solution. The results of the considered test problems with dense matrices demonstrate that the proposed algorithm is applicable and showing good accuracy to solve saddle point problems. In future, the problem can be studied further for sparse data problems which are frequently arise in many applications. For such problems updating of the Givens QR factorization will be effective to avoid unnecessary fill-in in sparse data matrices.
The authors Aziz Khan, Bahaaeldin Abdalla and Thabet Abdeljawad would like to thank Prince Sultan university for paying the APC and support through TAS research lab.
There does not exist any kind of competing interest.
[1] |
Ungar EE, Kerwin EM (1962) Loss factors of viscoelastic systems in terms of energy concepts. J Acoust Soc Am 34: 954–957. https://doi.org/10.1121/1.1918227 doi: 10.1121/1.1918227
![]() |
[2] |
Cai J, Mao S, Liu Y, et al. (2022) Nb/NiTi laminate composite with high pseudoelastic energy dissipation capacity. Mater Today Nano 19: 100238. https://doi.org/10.1016/j.mtnano.2022.100238 doi: 10.1016/j.mtnano.2022.100238
![]() |
[3] |
Oliveira JP, Zeng Z, Berveiller S, et al. (2018) Laser welding of Cu–Al–Be shape memory alloys: Microstructure and mechanical properties. Mater Design 148: 145–152. https://doi.org/10.1016/j.matdes.2018.03.066 doi: 10.1016/j.matdes.2018.03.066
![]() |
[4] | Patoor E, Berveiller M (1994) Les Alliages à Mémoire de Formes, Hermes. |
[5] | Otsuka K, Wayman C (1998) Shape Memory Materials, Cambridge: Cambridge University Press. |
[6] | Udovenko VA (2003) Damping, In: Brailovski V, Prokoschkin S, Terriault P, et al., Shape Memory Alloys Fundamentals, Modelling and Applications, University of Quebec, Montreal, Canada, 279–309. |
[7] | Orgéas L, Favier D (1998) Stress-induced martensitic transformation of a NiTi alloy in isothermal shear, tension and compression. Acta Mater 46: 5579–5591. |
[8] | Menna C, Auricchio F, Asprone D (2014) Application of shape memory alloys in structural engineering, In: Lecce L, Concilio A, Shape Memory Alloy Engineering: for Aerospace, Structural and Biomedical Applications, Elsevier, 369–403. https://doi.org/10.1016/B978-0-08-099920-3.00013-9 |
[9] |
Matsumoto M, Daito Y, Kanamura T, et al. (1998) Wind-induced vibration of cables of cable-stayed bridges. J Wind Eng Ind Aerod 74: 1015–1027. https://doi.org/10.1016/S0167-6105(98)00093-2 doi: 10.1016/S0167-6105(98)00093-2
![]() |
[10] |
Dieng L, Helbert G, Arbab Chirani S, et al. (2013) Use of shape memory alloys damper device to mitigate vibration amplitudes of bridge cables. Eng Struct 56: 1547–1556. https://doi.org/10.1016/j.engstruct.2013.07.018 doi: 10.1016/j.engstruct.2013.07.018
![]() |
[11] |
Nespoli A, Rigamonti D, Riva M, et al. (2016) Study of pseudoelastic systems for the design of complex passive dampers: static analysis and modeling. Smart Mater Struct 25: 105001. https://doi.org/10.1088/0964-1726/25/10/105001 doi: 10.1088/0964-1726/25/10/105001
![]() |
[12] |
Tobushi H, Shimeno Y, Hachisuka T, et al. (1998) Influence of strain rate on superelastic proporties of TiNi shape memory alloys. Mech Mater 30: 141–150. https://doi.org/10.1016/S0167-6636(98)00041-6 doi: 10.1016/S0167-6636(98)00041-6
![]() |
[13] |
Liu Y, Favier D (2000) Stabilisation of martensite due to shear deformation via variant reorientation in polycrystalline NiTi. Acta Mater 48: 3489–3499. https://doi.org/10.1016/S1359-6454(00)00129-4 doi: 10.1016/S1359-6454(00)00129-4
![]() |
[14] |
Bouvet C, Calloch S, Lexcellent C (2004) A phenomenological model for pseudoelasticity of shape memory alloys under multiaxial proportional and nonproportional loadings. Eur J Mech A-Solid 23: 37–61. https://doi.org/10.1016/j.euromechsol.2003.09.005 doi: 10.1016/j.euromechsol.2003.09.005
![]() |
[15] |
Helbert G, Saint-Sulpice L, Arbab Chirani S, et al. (2014) Experimental charaterisation of three-phase NiTi wires under tension. Mech Mater 79: 85–101. https://doi.org/10.1016/j.mechmat.2014.07.020 doi: 10.1016/j.mechmat.2014.07.020
![]() |
[16] |
Zhu S, Zhang Y (2007) A thermomechanical constitutive model for superelastic SMA wire with strain-rate dependence. Smart Mater Struct 16: 1696. https://doi.org/10.1088/0964-1726/16/5/023 doi: 10.1088/0964-1726/16/5/023
![]() |
[17] |
Heintze O, Seelecke S (2008) A coupled thermomechanical model for shape memory alloys-From single crystal to polycrystal. Mater Sci Eng A-Struct 481–482: 389–394. https://doi.org/10.1016/j.msea.2007.08.028 doi: 10.1016/j.msea.2007.08.028
![]() |
[18] |
Shariat BS, Liu Y, Rio G (2012) Thermomechanical modelling of microstructurally graded shape memory alloys. J Alloys Compd 541: 407–414. https://doi.org/10.1016/j.jallcom.2012.06.027 doi: 10.1016/j.jallcom.2012.06.027
![]() |
[19] |
Xiao Y, Zeng P, Lei L (2019) Micromechanical modelling on thermomechanical coupling of superelastic NiTi alloy. Int J Mech Sci 153–154: 36–47. https://doi.org/10.1016/j.ijmecsci.2019.01.030 doi: 10.1016/j.ijmecsci.2019.01.030
![]() |
[20] |
Otsuka K, Ren X (2005) Physical metallurgy of Ti-Ni-based shape memory alloys. Prog Mater Sci 50: 511–678. https://doi.org/10.1016/j.pmatsci.2004.10.001 doi: 10.1016/j.pmatsci.2004.10.001
![]() |
[21] |
Oliveira JP, Mirande RM, Braz Fernandez FM (2017) Welding and joining of NiTi shape memory alloys: A review. Prog Mater Sci 88: 412–466. https://doi.org/10.1016/j.pmatsci.2017.04.008 doi: 10.1016/j.pmatsci.2017.04.008
![]() |
[22] |
Šittner P, SedlákP, Landa M, et al. (2006) In situ experimental evidence on R-phase related deformation processes in activated NiTi wires. Mater Sci Eng A-Struct 438–440: 579–584. https://doi.org/10.1016/j.msea.2006.02.200 doi: 10.1016/j.msea.2006.02.200
![]() |
[23] |
Sengupta A, Papadopoulos P (2009) Constitutive modeling and finite element approximation of B2-R-B19' phase transformations in Nitinol polycrystals. Comput Method Appl M 198: 3214–3227. https://doi.org/10.1016/j.cma.2009.06.004 doi: 10.1016/j.cma.2009.06.004
![]() |
[24] |
Sedlák P, Frost M, Benešová B, et al. (2012) Thermomechanical model for NiTi-based shape memory alloys including R-phase and material anisotropy under multi-axial loadings. Int J Plast 39: 132–151. https://doi.org/10.1016/j.ijplas.2012.06.008 doi: 10.1016/j.ijplas.2012.06.008
![]() |
[25] |
Rigamonti D, Nespoli A, Villa E, et al. (2017) Implementation of a constitutive model for different annealed superelastic SMA wires with rhombohedral phase. Mech Mater 112: 88–100. https://doi.org/10.1016/j.mechmat.2017.06.001 doi: 10.1016/j.mechmat.2017.06.001
![]() |
[26] |
Zhou T, Yu C, Kang G, et al. (2020) A crystal plasticity based constitutive model accounting for R phase and two-step phase transition of polycrystalline NiTi shape memory alloys. Int J Solids Struct 193–194: 503–526. https://doi.org/10.1016/j.ijsolstr.2020.03.001 doi: 10.1016/j.ijsolstr.2020.03.001
![]() |
[27] |
Shaw JA, Kyriakides S (1995) Thermomechanical aspects of NiTi. J Mech Phys Solids 43: 1243–1281. https://doi.org/10.1016/0022-5096(95)00024-D doi: 10.1016/0022-5096(95)00024-D
![]() |
[28] |
Favier D, Louche H, Schlosser P, et al. (2007) Homogeneous and heterogeneous deformation mechanisms in an austenitic polycrystalline Ti-50.8 at% Ni thin tube under tension. Investigation via temperature and strain fields measurements. Acta Mater 55: 5310–5322. https://doi.org/10.1016/j.actamat.2007.05.027 doi: 10.1016/j.actamat.2007.05.027
![]() |
[29] |
Sedmák P, Pilch J, Heller L, et al. (2016) Grain-resolved analysis of localized deformation in nickel-titanium wire under tensile load. Science 353: 559–562. https://doi.org/10.1126/science.aad6700 doi: 10.1126/science.aad6700
![]() |
[30] |
He YJ, Sun QP (2010) Rate-dependent domain spacing in a stretched NiTi strip. Int J Solids Struct 47: 2775–2783. https://doi.org/10.1016/j.ijsolstr.2010.06.006 doi: 10.1016/j.ijsolstr.2010.06.006
![]() |
[31] |
Shariat BS, Bakhtiari S, Yang H, et al. (2020) Controlled initiation and propagation of stress-induced martensitic transformation in functionally graded NiTi. J Alloys Compd 851: 156103. https://doi.org/10.1016/j.jallcom.2020.156103 doi: 10.1016/j.jallcom.2020.156103
![]() |
[32] |
Sun QP, Zhong Z (2000) An inclusion theory for the propagation of martensite band in NiTi shape memory alloy wires under tension. Int J Plast 16: 1169–1187. https://doi.org/10.1016/S0749-6419(00)00006-1 doi: 10.1016/S0749-6419(00)00006-1
![]() |
[33] |
Chan CW, Chan SHJ, Man HC, et al. (2012) 1-D constitutive model for evolution of stress-induced R-phase and localized Lüders-like stress-induced martensitic transformation of super-elastic NiTi wires. Int J Plast 32–33: 85–105. https://doi.org/10.1016/j.ijplas.2011.12.003 doi: 10.1016/j.ijplas.2011.12.003
![]() |
[34] |
Soul H, Yawny A (2013) Thermomechanical model for evaluation of the superelastic response of NiTi shape memory alloys under dynamic conditions. Smart Mater Struct 22: 035017. https://doi.org/10.1088/0964-1726/22/3/035017 doi: 10.1088/0964-1726/22/3/035017
![]() |
[35] |
Xiao Y, Jiang D (2020) Constitutive modelling of transformation pattern in superelastic NiTi shape memory alloy under cyclic loading. Int J Mech Sci 182: 105743. https://doi.org/10.1016/j.ijmecsci.2020.105743 doi: 10.1016/j.ijmecsci.2020.105743
![]() |
[36] | Zuo XB, Li AQ (2011) Numerical and experimental investigation on cable vibration mitigation using shape memory alloy damper. Struct Control Health Monit 18: 20–39. |
[37] |
Ben Mekki O, Auricchio F (2011) Performance evaluation of shape-memory-alloy superelastic behavior to control a stay cable in cable-stayed bridges. Int J Non-Linear Mech 46: 470–477. https://doi.org/10.1016/j.ijnonlinmec.2010.12.002 doi: 10.1016/j.ijnonlinmec.2010.12.002
![]() |
[38] |
Torra V, Auguet C, Isalgue A, et al. (2013) Built in dampers for stayed cables in bridges via SMA. The SMARTeR-ESF project: A mesoscopic and macroscopic experimental analysis with numerical simulations. Eng Struct 49: 43–57. https://doi.org/10.1016/j.engstruct.2012.11.011 doi: 10.1016/j.engstruct.2012.11.011
![]() |
[39] | Morse P, Ingard K (1968) Theoritical Acoustics, Princeton University Press. |
[40] | MSC (2008) Marc/mentat volume A: Theory and user information. |
[41] |
Helbert G, Dieng L, Arbab Chirani S, et al. (2018) Investigation of NiTi based damper effects in bridge cables vibration response: Damping capacity and stiffness changes. Eng Struct 165: 184–197. https://doi.org/10.1016/j.engstruct.2018.02.087 doi: 10.1016/j.engstruct.2018.02.087
![]() |
[42] |
Helbert G, Saint-Sulpice L, Arbab Chirani S, et al. (2017) A uniaxial constitutive model for superelastic NiTi SMA including R-phase and martensite transformations and thermal effects. Smart Mater Struct 26: 025007. https://doi.org/10.1088/1361-665X/aa5141 doi: 10.1088/1361-665X/aa5141
![]() |
[43] | Helbert G (2014) Contribution à la durabilité des câbles de Génie Civil vis-à-vis de la fatigue par un dispositif amortisseur à base de fils NiTi, Université de Bretagne Sud. |
[44] |
Qian ZQ, Akisanya AR (1999) An investigation of the stress singularity near the free edge of scarf joints. Eur J Mech A-Solid 18: 443–463. https://doi.org/10.1016/S0997-7538(99)00118-7 doi: 10.1016/S0997-7538(99)00118-7
![]() |
[45] | Harvey JF (1974) Theory and Design of Modern Pressure Vessels, Van Nostrand Reinhold. |
[46] | Auger F, Gonçalvès P, Lemoine O, et al. (1996) Time-frequency toolbox: For use with Matlab. Available from: https://tftb.nongnu.org/ |
[47] |
Piedboeuf MC, Gauvin R, Thomas M (1998) Damping behaviour of shape memory alloys: strain amplitude, frequency and temperature effects. J Sound Vib 214: 895–901. https://doi.org/10.1006/jsvi.1998.1578 doi: 10.1006/jsvi.1998.1578
![]() |
Algorithm 1 Computing parameter τ and Householder vector u [6] |
Input: t∈Rq Output: u, τ σ=||t||22 u=t,u(1)=1 if (σ=0) then τ=0 else μ=√t21+σ end if if t1≤0 then u(1)=t1−μ else u(1)=−σ/(t1+μ) end if τ=2u(1)2/(σ+u(1)2) u=u/u(1) |
Algorithm 2 Algorithm for solution of problem (1.1) |
Input: A∈Rp×p, B∈Rp×q, C∈Rq×q, f1∈Rp, f2∈Rq Output: ˜z∈Rp+q [ˆQ,ˆR]=qr(A), ˆd=ˆQTf1, and Nc=ˆQTMc ˆR(1:p,q+1:p+q)=Nc(1:p,1:q) if p≤p+q then ˉR=triu(ˆR), ˉd=ˆd else for m=p−1 to min(p,p+q) do [u,τ,ˆR(m,m)]=householder(ˆR(m,m),ˆR(m+1:p,m)) W=ˆR(m,m+1:p+q)+uTˆR(m+1:p,m+1:p+q) ˆR(m,m+1:p+q)=ˆR(m,m+1:p+q)−τW if m<p+q then ˆR(m+1:p,m+1:p+q)=ˆR(m+1:p,m+1:p+q)−τuW end if ˉd(m:p)=ˆd(m:p)−τ(1u)(1uT)ˆd(m:p) end for ˉR=triu(ˆR) end if for m=1 to min(p,p+q) do [u,τ,ˉR(m,m)]=householder(ˉR(m,m),Mr(1:q,m)) W1=ˉR(m,m+1:p+q)+uTMr(1:q,m+1:p+q) ˉR(m,m+1:p+q)=ˉR(m,m+1:p+q)−τW1 if m<p+q then Mr(1:q,m+1:p+q)=Mr(1:q,m+1:p+q)−τuW1 end if ˉdm=ˉd(m) ˉd(m)=(1−τ)ˉd(m)−τuTf2(1:q) f3(1:q)=f2(1:q)−τuˉdm−τu(uTf2(1:q)) end for if p<p+q then [ˊQr,ˊRr]=qr(Mr(:,p+1:p+q)) ˉR(p+1:p+q,p+1:p+q)=ˊRr f3=ˊQTrf2 end if ˜R=triu(ˉR) ˜d=f3 ˜z=backsub(˜R(1:p+q,1:p+q),˜d(1:p+q)) |
Problem | size(A) | κ(A) | size(B) | κ(B) | size(C) | κ(C) |
(1) | 16×16 | 1.0000e+05 | 16×9 | 6.1242 | 9×9 | 1.0000e+05 |
(2) | 120×120 | 1.0000e+05 | 120×80 | 8.4667 | 80×80 | 1.0000e+05 |
(3) | 300×300 | 1.0000e+06 | 300×200 | 9.5799 | 200×200 | 1.0000e+06 |
(4) | 400×400 | 1.0000e+07 | 400×300 | 13.2020 | 300×300 | 1.0000e+07 |
(5) | 900×900 | 1.0000e+08 | 900×700 | 15.2316 | 700×700 | 1.0000e+08 |
Problem | size(M) | κ(M) | ||z−˜z||2||z||2 | ||z−zBCGS2||2||z||2 |
(1) | 25×25 | 7.7824e+04 | 6.9881e-13 | 3.3805e-11 |
(2) | 200×200 | 2.0053e+06 | 4.3281e-11 | 2.4911e-09 |
(3) | 500×500 | 3.1268e+07 | 1.0582e-09 | 6.3938e-08 |
(4) | 700×700 | 3.5628e+08 | 2.8419e-09 | 4.3195e-06 |
(5) | 1600×1600 | 2.5088e+09 | 7.5303e-08 | 3.1454e-05 |
Problem | ||M−˜Q˜R||F||M||F | ||I−˜QT˜Q||F |
(1) | 6.7191e-16 | 1.1528e-15 |
(2) | 1.4867e-15 | 2.7965e-15 |
(3) | 2.2052e-15 | 4.1488e-15 |
(4) | 2.7665e-15 | 4.9891e-15 |
(5) | 3.9295e-15 | 6.4902e-15 |
Problem | size(A) | κ(A) | size(B) | κ(B) | size(C) | κ(C) |
(6) | 6×6 | 1.4951e+07 | 6×3 | 2.6989 | 3×3 | 1.0000e+05 |
(7) | 8×8 | 1.5258e+10 | 8×4 | 2.1051 | 4×4 | 1.0000e+06 |
(8) | 12×12 | 1.6776e+16 | 12×5 | 3.6108 | 5×5 | 1.0000e+07 |
(9) | 13×13 | 1.7590e+18 | 13×6 | 3.5163 | 6×6 | 1.0000e+10 |
(10) | 20×20 | 2.0383e+18 | 20×10 | 4.4866 | 10×10 | 1.0000e+10 |
Problem | size(M) | κ(M) | ||z−˜z||2||z||2 | ||z−zBCGS2||2||z||2 |
(6) | 9×9 | 8.2674e+02 | 9.4859e-15 | 2.2003e-14 |
(7) | 12×12 | 9.7355e+03 | 2.2663e-13 | 9.3794e-13 |
(8) | 17×17 | 6.8352e+08 | 6.8142e-09 | 1.8218e-08 |
(9) | 19×19 | 2.3400e+07 | 2.5133e-10 | 1.8398e-09 |
(10) | 30×30 | 8.0673e+11 | 1.9466e-05 | 1.0154e-03 |
Problem | ||M−˜Q˜R||F||M||F | ||I−˜QT˜Q||F |
(6) | 5.0194e-16 | 6.6704e-16 |
(7) | 8.4673e-16 | 1.3631e-15 |
(8) | 7.6613e-16 | 1.7197e-15 |
(9) | 9.1814e-16 | 1.4360e-15 |
(10) | 7.2266e-16 | 1.5554e-15 |
Algorithm 1 Computing parameter τ and Householder vector u [6] |
Input: t∈Rq Output: u, τ σ=||t||22 u=t,u(1)=1 if (σ=0) then τ=0 else μ=√t21+σ end if if t1≤0 then u(1)=t1−μ else u(1)=−σ/(t1+μ) end if τ=2u(1)2/(σ+u(1)2) u=u/u(1) |
Algorithm 2 Algorithm for solution of problem (1.1) |
Input: A∈Rp×p, B∈Rp×q, C∈Rq×q, f1∈Rp, f2∈Rq Output: ˜z∈Rp+q [ˆQ,ˆR]=qr(A), ˆd=ˆQTf1, and Nc=ˆQTMc ˆR(1:p,q+1:p+q)=Nc(1:p,1:q) if p≤p+q then ˉR=triu(ˆR), ˉd=ˆd else for m=p−1 to min(p,p+q) do [u,τ,ˆR(m,m)]=householder(ˆR(m,m),ˆR(m+1:p,m)) W=ˆR(m,m+1:p+q)+uTˆR(m+1:p,m+1:p+q) ˆR(m,m+1:p+q)=ˆR(m,m+1:p+q)−τW if m<p+q then ˆR(m+1:p,m+1:p+q)=ˆR(m+1:p,m+1:p+q)−τuW end if ˉd(m:p)=ˆd(m:p)−τ(1u)(1uT)ˆd(m:p) end for ˉR=triu(ˆR) end if for m=1 to min(p,p+q) do [u,τ,ˉR(m,m)]=householder(ˉR(m,m),Mr(1:q,m)) W1=ˉR(m,m+1:p+q)+uTMr(1:q,m+1:p+q) ˉR(m,m+1:p+q)=ˉR(m,m+1:p+q)−τW1 if m<p+q then Mr(1:q,m+1:p+q)=Mr(1:q,m+1:p+q)−τuW1 end if ˉdm=ˉd(m) ˉd(m)=(1−τ)ˉd(m)−τuTf2(1:q) f3(1:q)=f2(1:q)−τuˉdm−τu(uTf2(1:q)) end for if p<p+q then [ˊQr,ˊRr]=qr(Mr(:,p+1:p+q)) ˉR(p+1:p+q,p+1:p+q)=ˊRr f3=ˊQTrf2 end if ˜R=triu(ˉR) ˜d=f3 ˜z=backsub(˜R(1:p+q,1:p+q),˜d(1:p+q)) |
Problem | size(A) | κ(A) | size(B) | κ(B) | size(C) | κ(C) |
(1) | 16×16 | 1.0000e+05 | 16×9 | 6.1242 | 9×9 | 1.0000e+05 |
(2) | 120×120 | 1.0000e+05 | 120×80 | 8.4667 | 80×80 | 1.0000e+05 |
(3) | 300×300 | 1.0000e+06 | 300×200 | 9.5799 | 200×200 | 1.0000e+06 |
(4) | 400×400 | 1.0000e+07 | 400×300 | 13.2020 | 300×300 | 1.0000e+07 |
(5) | 900×900 | 1.0000e+08 | 900×700 | 15.2316 | 700×700 | 1.0000e+08 |
Problem | size(M) | κ(M) | ||z−˜z||2||z||2 | ||z−zBCGS2||2||z||2 |
(1) | 25×25 | 7.7824e+04 | 6.9881e-13 | 3.3805e-11 |
(2) | 200×200 | 2.0053e+06 | 4.3281e-11 | 2.4911e-09 |
(3) | 500×500 | 3.1268e+07 | 1.0582e-09 | 6.3938e-08 |
(4) | 700×700 | 3.5628e+08 | 2.8419e-09 | 4.3195e-06 |
(5) | 1600×1600 | 2.5088e+09 | 7.5303e-08 | 3.1454e-05 |
Problem | ||M−˜Q˜R||F||M||F | ||I−˜QT˜Q||F |
(1) | 6.7191e-16 | 1.1528e-15 |
(2) | 1.4867e-15 | 2.7965e-15 |
(3) | 2.2052e-15 | 4.1488e-15 |
(4) | 2.7665e-15 | 4.9891e-15 |
(5) | 3.9295e-15 | 6.4902e-15 |
Problem | size(A) | κ(A) | size(B) | κ(B) | size(C) | κ(C) |
(6) | 6×6 | 1.4951e+07 | 6×3 | 2.6989 | 3×3 | 1.0000e+05 |
(7) | 8×8 | 1.5258e+10 | 8×4 | 2.1051 | 4×4 | 1.0000e+06 |
(8) | 12×12 | 1.6776e+16 | 12×5 | 3.6108 | 5×5 | 1.0000e+07 |
(9) | 13×13 | 1.7590e+18 | 13×6 | 3.5163 | 6×6 | 1.0000e+10 |
(10) | 20×20 | 2.0383e+18 | 20×10 | 4.4866 | 10×10 | 1.0000e+10 |
Problem | size(M) | κ(M) | ||z−˜z||2||z||2 | ||z−zBCGS2||2||z||2 |
(6) | 9×9 | 8.2674e+02 | 9.4859e-15 | 2.2003e-14 |
(7) | 12×12 | 9.7355e+03 | 2.2663e-13 | 9.3794e-13 |
(8) | 17×17 | 6.8352e+08 | 6.8142e-09 | 1.8218e-08 |
(9) | 19×19 | 2.3400e+07 | 2.5133e-10 | 1.8398e-09 |
(10) | 30×30 | 8.0673e+11 | 1.9466e-05 | 1.0154e-03 |
Problem | ||M−˜Q˜R||F||M||F | ||I−˜QT˜Q||F |
(6) | 5.0194e-16 | 6.6704e-16 |
(7) | 8.4673e-16 | 1.3631e-15 |
(8) | 7.6613e-16 | 1.7197e-15 |
(9) | 9.1814e-16 | 1.4360e-15 |
(10) | 7.2266e-16 | 1.5554e-15 |