
To improve the uncertainty of the deformation sequence of the energy-absorbing structures at the end of the subway vehicles during crushing, this paper adopts the gradient design idea of honeycomb structure size, collapse initiator groove and diaphragm. To this end, this paper proposes a honeycomb-filled gradient energy-absorbing structure (HGES) as an energy absorber. The crashworthiness of HGES under axial crushing was investigated by means of finite element (FE) simulations and quasi-static loading tests. After performing parametric analyses on HGES, it was discovered that the wall thickness and the platform intensity of honeycomb had an evident impact, whereas the diaphragm thickness had a relatively little impact on the crashworthiness of HGES. The HGES is then given a multi-objective optimization to further enhance its crashworthiness. The wall thickness, the platform intensity of honeycomb and diaphragm thickness were utilized as the design parameters, while minimal peak crushing force (PCF) and maximal specific energy absorption (SEA) were set as optimization objectives. Finally, a methodology integrating entropy and the order preference by similarity to an ideal solution (TOPSIS) is employed to find the optimal HGES configuration. The SEA and PCF of optimized HGES are enhanced by 19.81 and 25.28%, respectively, when compared to the baseline.
Citation: Dongtao Wang, Ping Xu, Chengxing Yang, Shuguang Yao, Zhen Liu. Crashworthiness performance of gradient energy-absorbing structure for subway vehicles under quasi-static loading[J]. Electronic Research Archive, 2023, 31(6): 3568-3593. doi: 10.3934/era.2023181
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To improve the uncertainty of the deformation sequence of the energy-absorbing structures at the end of the subway vehicles during crushing, this paper adopts the gradient design idea of honeycomb structure size, collapse initiator groove and diaphragm. To this end, this paper proposes a honeycomb-filled gradient energy-absorbing structure (HGES) as an energy absorber. The crashworthiness of HGES under axial crushing was investigated by means of finite element (FE) simulations and quasi-static loading tests. After performing parametric analyses on HGES, it was discovered that the wall thickness and the platform intensity of honeycomb had an evident impact, whereas the diaphragm thickness had a relatively little impact on the crashworthiness of HGES. The HGES is then given a multi-objective optimization to further enhance its crashworthiness. The wall thickness, the platform intensity of honeycomb and diaphragm thickness were utilized as the design parameters, while minimal peak crushing force (PCF) and maximal specific energy absorption (SEA) were set as optimization objectives. Finally, a methodology integrating entropy and the order preference by similarity to an ideal solution (TOPSIS) is employed to find the optimal HGES configuration. The SEA and PCF of optimized HGES are enhanced by 19.81 and 25.28%, respectively, when compared to the baseline.
The dynamical analysis of complex ecosystem, such as food chain, is based on the interaction among species or between two species, especially the dynamical relationship between predator and prey [1,2,3,4]. The current theory of predator-prey dynamics must depend on the study of nonlinear mathematical model [5]. With the continuous improvement of ecological knowledge like theoretical research, empirical research and observational research, etc., there are more and more basic elements of predation to be considered. Therefore, modelers add some complexities to their abstraction in order to obtain authenticity from the emergence of the far-reaching Lotka-Volterra model[6] and the modifications introduced by Volterra[5], taking into account the self-interference of prey populations.
Allee effect, which affects the number of prey, is one of these factors. It changes the qualitative stability and quantitative aspects of predator-prey model dynamics. Because the interaction between predator and prey is naturally prone to vibration, it is obvious to study this phenomenon as a potential mechanism for the generation of population cycles. Lots of researches about predator-prey models are done with the Allee effect[7,8,9].
The most popular framework for modeling expert predator-prey interaction has the following structure:
{dxdt=xg(x,k)−yh(x),dydt=(ph(x)−c)y, | (1.1) |
where x(t) and y(t) are the prey and predator population sizes in the time t, respectively, p,c>0 indicate the birth rate and background mortality rate, respectively, g(x,k) describes the specific growth rate of the prey in the absence of predator, and h(x) describes the predator functional response.
Any mechanism leading to a positive correlation between the components of individual fitness and the number or density of similar individuals can be regarded as Allee effect; it describes a scenario in which low population size is affected by the positive correlation between population growth rate and density, increasing the possibility of their extinction.
Recent ecological studies have shown that two or more Allee effects can lead to mechanisms acting on a population at the same time. The combined effects of some of these phenomena are called multiple (double) Allee effects. The author's analysis in[10] showed that the results of strong and weak Allee effects on the dynamics of Volterra predator-prey model are similar, which originate from the limit cycle of the model.
In this paper, we continue to consider the following predator-prey model with double Allee effect functional response raised by[10].
{dXdT=rX(1−XK)X−MX+N−qXY,dYdT=(pX−C)Y, | (1.2) |
where r scales the prey growth rate, K is the intrinsic carrying capacity for the environment to the prey in the absence of predator, M is the Allee threshold, and the auxiliary parameter N satisfies N>0, q is the prey captured rate by the predator, p,C>0 indicate the birth rate and background mortality rate, respectively.
One can see that the first equation in the model (1.2) includes double Allee effects, expressed by the first factor m(X)=X−M, and a second term r(X)=rXX+N, This can be interpreted as an approximation of population dynamics, in which the difference between fertile and non-fertile are not clearly modeled.
In order to simplify the analysis of system (1.2), we make a topologically equivalent change of variables and time rescaling as in[11,12,13,14], defining the function ϕ, such that ϕ(x,y)=(Kx,rqy)=(X,Y), rx+ndT=dt. Then, system (1.2) is transformed into
{dxdt=((1−x)(x−m)−(x+n)y)x,dydt=b(x−c)(x+n)y, | (1.3) |
where b=pKr, CpK, m=MK, n=NK, and K>X>M is obtained from equation (1.2), so 1>m>0.
We now use the semidiscretization method, which has been applied in many studies[15,16,17,18], to study the discrete model of system (1.3). For this, suppose that [t] denotes the greatest integer not exceeding t. Consider the following semidiscretization version of (1.3).
{1x(t)dx(t)dt=(1−x([t]))(x([t])−m)−(x([t])+n)y([t]),1y(t)dy(t)dt=b(x([t])−c)(x([t])+n). | (1.4) |
It is easy to see that the system (1.4) has piecewise constant arguments, and that a solution (x(t),y(t)) of the system (1.4) for t∈[0,+∞) possesses the following natures:
1. on the interval [0,+∞), x(t) and y(t) are continuous;
2. when t∈[0,+∞) except for the points t∈{0,1,2,3,⋯}, dx(t)dt and dy(t)dt exist everywhere.
The following system can be obtained by integrating (1.4) over the interval [n,t] for any t∈[n,n+1) and n=0,1,2,⋯
{x(t)=xne(1−xn)(xn−m)−(xn+n)yn(t−n),y(t)=yneb(xn−c)(xn+n)(t−n), | (1.5) |
where xn=x(n) and yn=y(n). Letting t→(n+1)− in (1.5) produces
{xn+1=xne(1−xn)(xn−m)−(xn+n)yn,yn+1=yneb(xn−c)(xn+n), | (1.6) |
where b,c,n>0, 1>m>0 are the same as in (1.3). We mainly study the properties of system (1.6) in the sequel.
The rest of the paper is organized as follows: In Section 2, we investigate the existence and stability of fixed points of the system (1.6). In Section 3, we derive the sufficient conditions for the transcritical bifurcation and the Neimark-Sacker bifurcation of the system (1.6) to occur. In Section 4, numerical simulations are performed to verify the above obtained theoretical results and reveal some new dynamical properties.
Before we analyze the fixed points of the system (1.6), we recall the following lemma see [16,19].
Lemma 1.1. Let F(λ)=λ2+Pλ+Q, where P and Q are two real constants. Suppose λ1 and λ2 are two roots of F(λ)=0. Then the following statements hold.
(ⅰ) If F(1)>0, then
(ⅰ.1) |λ1|<1 and |λ2|<1 if and only if F(−1)>0 and Q<1;
(ⅰ.2) λ1=−1 and λ2≠−1 if and only if F(−1)=0 and P≠2;
(ⅰ.3) |λ1|<1 and |λ2|>1 if and only if F(−1)<0;
(ⅰ.4) |λ1|>1 and |λ2|>1 if and only if F(−1)>0 and Q>1;
(ⅰ.5) λ1 and λ2 are a pair of conjugate complex roots with |λ1|=|λ2|=1 if and only if −2<P<2 and Q=1;
(ⅰ.6) λ1=λ2=−1 if and only if F(−1)=0 and P=2.
(ii) If F(1)=0, namely, 1 is one root of F(λ)=0, then the another root λ satisfies |λ|=(<,>)1 if and only if |Q|=(<,>)1.
(iii) If F(1)<0, then F(λ)=0 has one root lying in (1,∞). Moreover,
(iii.1) the other root λ satisfies λ<(=)−1 if and only if F(−1)<(=)0;
(iii.2) the other root −1<λ<1 if and only if F(−1)>0.
In this section, we first consider the existence of fixed points and then analyze the local stability of each fixed point.
The fixed points of the system (1.6) satisfy
x=xe(1−x)(x−m)−(x+n)y, |
y=yeb(x−c)(x+n). |
Considering the biological meanings of the system (1.6), one only takes into account nonnegative fixed points. Thereout, one finds that the system (1.6) has and only has four nonnegative fixed points E0=(0,0), E1=(1,0), E2=(m,0) and E3=(x0,y0) for m<c<1, where
x0=c,y0=(1−c)(c−m)c+n. |
The Jacobian matrix of the system (1.6) at any fixed point E(x,y) takes the following form
J(E)=([1+x(−2x−y+m+1)]eA−x(x+n)eAb(2x+n−c)yeb(x−c)(x+n)eb(x−c)(x+n)). |
where A=e(1−x)(x−m)−(x+n)y.
The characteristic polynomial of Jacobian matrix J(E) reads
F(λ)=λ2−pλ+q, |
where
p=Tr(J(E))=[1+x(−2x−y+m+1)]eA+eb(x−c)(x+n), q=Det(J(E))=[1+x(−2x−y+m+1)][bx(x+n)(2x+n−c)]eA+b(x−c)(x+n).
For the stability of fixed points E0, E1, E2 and E3, we can easily get the following Theorems 2.1-2.4 respectively.
Theorem 2.1. The fixed point E0=(0,0) of the system (1.6) is a sink.
Proof. The Jacobian matrix J(E0) of the system (1.6) at the fixed point E0=(0,0) is given by
J(E0)=(e−m00e−bcn). |
Obviously, |λ1|=e−m<1 and |λ2|=e−bcn<1, so E0=(0,0) is a sink.
Theorem 2.2. The following statements about the fixed point E1=(1,0) of the system (1.6) are true.
1. If c<1, then E1 is a saddle.
2. If c=1, then E1 is non-hyperbolic.
3. If c>1, then E1 is a stable node.
Proof. The Jacobian matrix of the system (1.6) at E1=(1,0) is
J(E1)=(m−(1+n)0eb(1−c)(1+n)). |
Obviously, λ1=m and λ2=eb(1−c)(1+n).
Note |λ1|<1 is always true. If c<1, then |λ2|>1, so E1 is a saddle; if c=1, then |λ2|=1, therefore E1 is non-hyperbolic; if c>1, implying |λ2|<1, then E1 is a stable node, namely, a sink. The proof is complete.
Theorem 2.3. The following statements about the fixed point E2=(m,0) of the system (1.6) are true.
1. If c<m, then E2 is a source.
2. If c=m, then E2 is non-hyperbolic.
3. If c>m, then E2 is a saddle.
Proof. The Jacobian matrix of the system (1.6) at E2=(m,0) is
J(E2)=(−m2+m+1−m(m+n)0eb(m−c)(m+n)). |
Obviously, λ1=−m2+m+1 and λ2=eb(m−c)(m+n).
Note 0<m<1, so |λ1|>1 is always true. If c<m, then |λ2|>1, so E2 is a source; if c=m, then |λ2|=1, therefore E2 is non-hyperbolic; if c>m, implying |λ2|<1, then E2 is a saddle. The proof is finished.
Theorem 2.4. When (1−c)(c−m)>0, namely, 0<m<c<1, the fixed point E3=(c,(1−c)(c−m)c+n) is a positive fixed point of the system (1.6). Let b0=c2+2cn−mn−m−n(c+n)2(1−c)(c−m). Then the following statements are true about the positive fixed point E3.
Ⅰ. If m<c2+2cn−nn+1, then,
1. for 0<b<b0, E3 is a stable node;
2. for b=b0, E3 is non-hyperbolic;
3. for b>b0, E3 is an unstable node.
Ⅱ. If m≥c2+2cn−nn+1, then, E3 is an unstable node.
Proof. The Jacobian matrix of the system (1.6) at E3 can be simplified as follows
J(E3)=(1+−c(c2+2cn−mn−m−n)c+n−c(c+n)b(1−c)(c−m)1). |
The characteristic polynomial of Jacobian matrix J(E3) reads as
F(λ)=λ2−pλ+q, | (2.1) |
where
p=Tr(J(E3))=2−b0c(1−c)(c−m)(c+n),
q=Det(J(E3))=1+(b−b0)c(1−c)(c−m)(c+n). By calculating we get
F(1)=bc(1−c)(c−m)(c+n)>0,
and
F(−1)=2(2−c2)+2c(n(1−c)+mn+n)c+n+bc(1−c)(c−m)(c+n)>0. |
Ⅰ. If m<c2+2cn−nn+1, then b0>0. So, when 0<b<b0, q<1. By Lemma 1.1 (i.1), |λ1|<1 and |λ2|<1, therefore E3 is a stable node, i.e., a sink. When b=b0, q=1, −2<p<2. By Lemma 1.1 (i.5), Eq. (2.1) has a pair of conjugate complex roots λ1 and λ2 with |λ1|=|λ2|=1, implying E3 is non-hyperbolic. When b>b0<, q>1. Lemma 1.1 (i.4) tells us that |λ1|>1 and |λ2|>1, so E3 is an unstable node, i.e., a source.
Ⅱ. If m≥c2+2cn−nn+1, then b0≤0. So, b>0≥b0. Hence q>1. Lemma 1.1 (i.4) reads that E3 is an unstable node. The proof is complete.
In this section, we are in a position to use the Center Manifold Theorem and bifurcation theorem to analyze the local bifurcation problems of the fixed points E1, E2 and E3. For related work, refer to[20,21,22,23,24,25].
Theorem 2.2 shows that a bifurcation of E1 may occur in the space of parameters (b,c,m,n)∈SE+={(b,c,m,n)∈R4+|b>0,c>0,1>m>0,n>0}.
Theorem 3.1. Set the parameters (b,c,m,n)∈SE+={(b,c,m,n)∈R4+|b>0,c>0,1>m>0,n>0}. Let c0=1, then the system (1.6) undergoes a transcritical bifurcation at E1 when the parameter c varies in a small neighborhood of c0.
Proof. In order to show the detailed process, we proceed according to the following steps.
The first step. Let un=xn−1,vn=yn−0, which transforms the fixed point E1=(1,0) to the origin O(0,0), and the system (1.6) to
{un+1=(un+1)e−un(un−m+1)−(un+n+1)vn−1,vn+1=vneb(un−c+1)(un+n+1). | (3.1) |
The second step. Giving a small perturbation c∗ of the parameter c, i.e., c∗=c−c0, with 0<|c∗|≪1, the system (3.1) is perturbed into
{un+1=(un+1)e−un(un−m+1)−(un+n+1)vn−1,vn+1=vneb(un−c∗)(un+n+1). | (3.2) |
Letting c∗n+1=c∗n=c∗, the system (3.2) can be written as
{un+1=(un+1)e−un(un−m+1)−(un+n+1)vn−1,vn+1=vneb(un−c∗n)(un+n+1),c∗n+1=c∗n. | (3.3) |
The third step. Taylor expanding of the system (3.3) at (un,vn,c∗n)=(0,0,0) takes the form
{un+1=a100un+a010vn+a200u2n+a020v2n+a110unvn+a300u3n+a030v3n+a210u2nvn+a120unv2n+o(ρ31),vn+1=b100un+b010vn+b001c∗n+b200u2n+b020v2n+b002c∗n2+b110unvn+b101unc∗n+b011vnc∗n+b300u3n+b030v3n+b003c∗n3+b210u2nvn+b120unv2n+b201u2nc∗n+b102unc∗n2+b021v2nc∗n+b012vnc∗n2+b111unvnc∗n+o(ρ31),c∗n+1=c∗n, | (3.4) |
where ρ1=√u2n+v2n+(c∗n)2,
a100=m,a010=−(n+1),a200=12(m−1)2+m−2,a020=12(n+1)2,a110=−mn−m−1,a300=16(m−1)3+12(m−1)2−m,a030=−16(n+1)3,a120=12m(n+1)2+n+1,a210=−12(m−1)2(n+1)−mn−2m−2n+3, |
b100=b001=b200=b020=b002=b101=b300=b030=b003=b120=b201=b102=b021=0,b010=1,b110=b(n+1),b011=−b(n+1),b210=b+12b2(n+1)2,b012=12b2(n+1)2,b111=−b−b2(n+2)2. |
Let
J(E1)=(a100a0100b100b0100001) |
i.e.,J(E1)=(m−(n+1)0010001). Then, we derive the three eigenvalues of J(E1) to be
λ1=m,λ2,3=1, |
and the corresponding eigenvectors
(ξ1,η1,φ1)T=(1,0,0)T,(ξ2,η2,φ2)T=(n+1,m−1,0)T,(ξ3,η3,φ3)T=(0,0,1)T. |
The fourth step. Let T=(ξ1ξ2ξ3η1η2η3φ1φ2φ3), namely,
T=(1n+100m−10001), |
then T−1=(11+n1−m001m−10001). |
Taking the following transformation
(un,vn,c∗n)T=T(Xn,Yn,δn)T, |
the system (3.4) is changed into the following form
{Xn+1=mXn+F(Xn,Yn,δn)+o(ρ32),Yn+1=Yn+G(Xn,Yn,δn)+o(ρ32),δn+1=δn, | (3.5) |
where ρ2=√X2n+Y2n+δ2n,
F(Xn,Yn,δn)=m200X2n+m020Y2n+m002δn2+m110XnYn+m101Xnδn+m011Ynδn+m300X3n+m030Y3n+m003δn3+m210X2nYn+m120XnY2n+m201X2nδn+m102Xnδn2+m021Y2nδn+m012Ynδn2+m111XnYnδn, |
G(Xn,Yn,δn)=l200X2n+l020Y2n+l002δn2+l110XnYn+l101Xnδn+l011Ynδn+l300X3n+l030Y3n+l003δn3+l210X2nYn+l120XnY2n+l201X2nδn+l102Xnδn2+l021Y2nδn+l012Ynδn2+l111XnYnδn, |
m200=a200,m300=a300,m002=m101=m003=m201=m102=0,m020=(a200−b110)(1+n)2+a020(m−1)2+a110(m−1)(n+1),m110=(2a200−b110)(1+n)+a110(m−1),m011=−b011(1+n),m030=(a300−b210)(1+n)3+a030(m−1)3+a210(1+n)2(m−1)+a120(1+n)(m−1)2,m210=(3a300−b210)(1+n)+a210(m−1),m120=(3a300−2b210)(1+n)2+2a210(1+n)(m−1)+a120(m−1)2,m021=−b111(1+n)2,m012=−b012(1+n),m111=−b111(1+n),l200=l002=0,l020=b110(1+n),l110=b110,l101=0,l011=b011,l300=0,l030=b210(1+n)2,l003=0,l210=b210,l120=2b210(1+n),l201=l102=0,l021=b111(1+n),l012=b012,l111=b111. |
The fifth step. Suppose on the center manifold
Xn=h(Yn,δn)=h20Y2n+h11Ynδn+h02δ2n+o(ρ23), |
where ρ3=√Y2n+δ2n, then, according to
Xn+1=mh(Yn,δn)+F(h(Yn,δn),Yn,δn)+o(ρ23), |
h(Yn+1,δn+1)=h20Y2n+1+h11Yn+1δn+1+h02δ2n+1+o(ρ23)=h20(Yn+G(h(Yn,δn),Yn,δn))2+h11(Yn+G(h(Yn,δn),Yn,δn))δn+h02δ2n+o(ρ23). |
and Xn+1=h(Yn+1,δn+1), we obtain the center manifold equation to satisfy the following relation
mh(Yn,δn)+F(h(Yn,δn),Yn,δn)=h20(Yn+G(h(Yn,δn),Yn,δn))2+h11(Yn+G(h(Yn,δn),Yn,δn))δn+h02δ2n+o(ρ23).
Comparing the corresponding coefficients of terms with the same orders in the above center manifold equation, we get
h20=(m−2)(1+n)2−(1+n)(2+n)(m−1)−b(1+n)31−m,
h11=b(1+n)21−m,h02=0.
So, the system (3.5) restricted to the center manifold takes as
Yn+1=f(Yn,δn):=Yn+G(h(Yn,δn),Yn,δn)+o(ρ23)=Yn+b(1+n)2Y2n−b(1+n)Ynδn+b(1+n)21−m(1−2m−n−12b(1+n)2(1+m))Y3n+(mb2(1+n)31−m−b(1+n))Yn2δn+12b2(1+n)2Ynδ2n+o(ρ33).
Therefore one has
f(Yn,δn)|(0,0)=0,∂f∂Yn|(0,0)=1,∂f∂δn|(0,0)=0,∂2f∂Yn∂δn|(0,0)=−b(1+n)≠0,∂2f∂Y2n|(0,0)=2b(1+n)2≠0. |
According to (21.1.42)-(21.1.46) in the literature ([26], pp. 507), all the conditions for the occurrence of the transcritical bifurcation are established, hence, it is valid for the {occurrence} of transcritical bifurcation in the fixed point E1. The proof is over.
According to Theorem 2.3, the fixed point E2(m,0) is non-hyperbolic, the system (1.6) may undergo a bifurcation (the correspond eigenvalue are λ1=−m2+m+1, λ2=1). By using the same method as that in Section 3.2, we get the following result.
Theorem 3.2. Set the parameters (b,c,m,n)∈SE+={(b,c,m,n)∈R4+|b>0,c>0,1>m>0,n>0}. Let c1=m, then the system (1.6) undergoes a transcritical bifurcation at E2 when the parameter c varies in a small neighborhood of c1.
When m<c2+2cn−nn+1, b=b0=c2+2cn−mn−n−m(c+n)2(1−c)(c−m), Theorem 2.4 with Lemma 1.2 (i.5) shows that F(1)>0, F(−1)>0, −2<p<2 and q=1, so λ1 and λ2 are a pair of conjugate complex roots with |λ1|=|λ2|=1. At this time we derive that the system (1.6) at the fixed point E3 can undergo a Neimark-Sacker bifurcation in the space of parameters (b,c,m,n)∈SE+={(b,c,m,n)∈R4+|b>0,1>c>m,0<m<c2+2cn−nn+1}.
In order to show the process clearly, we carry out the following steps.
The first step. Take the changes of variables un=xn−x0,vn=yn−y0, which transform fixed point E3=(x0,y0) to the origin O(0,0), and the system (1.6) into
{un+1=(un+x0)e(−un−x0+1)(un+x0−m)−(un+x0+n)vnyn−x0,vn+1=(vn+y0)eb(un+x0−c)(un+x0+n)−y0. | (3.6) |
The second step. Give a small perturbation b∗ of the parameter b, i.e., b∗=b−b0, then the perturbation of the system (3.6) can be regarded as follows
{un+1=(un+x0)e(−un−x0+1)(un+x0−m)−(un+x0+n)vnyn−x0,vn+1=(vn+y0)e(b∗+b0)(un+x0−c)(un+x0+n)−y0. | (3.7) |
The corresponding characteristic equation of the linearized equation of the system (3.7) at the equilibrium point (0, 0) can be expressed as
F(λ)=λ2−p(b∗)λ+q(b∗)=0, |
where
p(b∗)=2+c(−c2−2cn+mn+m+n)c+n, |
and
q(b∗)=c[(c2+2cn−mn−m−n)−(b∗+b0)(c+n)2(1−c)(c−m)]−(c+n)+1.
It is easy to derive p2(b∗)−4q(b∗)<0 when b∗=0, and 0<p(b∗)<2, then the two roots of F(λ)=0 are
λ1,2(b∗)=p(b∗)±√p2(b∗)−4q(b∗)2=p(b∗)±i√4q(b∗)−p2(b∗)2, |
which implies
(|λ1,2(b∗)|)|b∗=0=√q(b∗)|b∗=0=1, |
and
(d|λ1,2(b∗)|db∗)|b∗=0=12c(c+n)(1−c)(c−m)>0. |
The occurrence of Neimark-Sacker bifurcation requires the following conditions to be satisfied
(H.1)(d|λ1,2(b∗)|db∗)|b∗=0≠0; |
(H.2)λi1,2(0)≠1,i=1,2,3,4. |
Since p(b∗)|b∗=0=2+c(−c2−2cn+mn+m+n)c+n and q(b∗)|b∗=0=1, we have λ1,2(0)=2(c+n)+c(−c2−2cn+mn+m+n)±i√4(c+n)2−[2(c+n)+c(−c2−2cn+mn+m+n)]22(c+n), then it is easy to derive λi1,2(0)≠1 for all i=1,2,3,4. According to ([2], pp517-522), they satisfy all of the conditions for Neimark-Sacker bifurcation to occur.
The third step. In order to derive the normal form of the system (3.7), we expand the system (3.7) into power series up to the following third-order form around the origin
{un+1=c10un+c01vn+c20u2n+c11unvn+c02v2n+c30u3n+c21u2nvn+c12unv2n+c03v3n+o(ρ34),vn+1=d10un+d01vn+d20u2n+d11unvn+d02v2n+d30u3n+d21u2nvn+d12unv2n+d03v3n+o(ρ34), | (3.8) |
where ρ4=√u2n+v2n,
c10=1+c(−c2−2cn+mn+m+n)c+n,c01=−c(c+n),c20=−c+−c2−2cn+mn+m+nc+n+c(−c2−2cn+mn+m+n)22(c+n)2,c02=c(c+n)22,c11=−[2c+n+c(−c2−2cn+mn+m+n)],c30=−1−c(−c2−2cn+mn+m+n)c+n+(−c2−2cn+mn+m+n)2c(c+n)2+c(−c2−2cn+mn+m+n)36(c+n)3,c03=−c(c+n)36,c21=−1−(−c2−2cn+mn+m+n)+c[c+n−−c2−2cn+mn+m+nc+n−(−c2−2cn+mn+m+n)22(c+n)],c12=(c+n)22+c(c+n)[1+−c2−2cn+mn+m+n2],d10=−−c2−2cn+mn+m+n(c+n)2,d01=1,d20=(−c2−2cn+mn+m+n)22(c+n)3(1−c)(c−m)−2(−c2−2cn+mn+m+n)(1−c)(c−m)2(c+n)3(1−c)(c−m),d11=−−c2−2cn+mn+m+n(c+n)(1−c)(c−m),d02=d03=d12=0,d30=(−c2−2cn+mn+m+n)2(c+n)4(1−c)(c−m)[1−−c2−2cn+mn+m+n6(1−c)(c−m)],d21=(−c2−2cn+mn+m+n)(c+n)2(1−c)(c−m)[1−−c2−2cn+mn+m+n2(1−c)(c−m)]. |
Let
J(E3)=(c10c01d10d01),namely, |
J(E3)=(1+K−c(c+n)−Kc(c+n)1). |
It is easy to derive the two eigenvalues of the matrix J(E3) are
λ1,2=(1+12K)±βi, |
where K=c(−c2−2cn+mn+m+n)c+n,
β=√−c(−c2−2cn+mn+m+n)[4(c+n)+c(−c2−2cn+mn+m+n)]2(c+n),
with the corresponding eigenvectors
v1,2=(−c(c+n)−12K)±i(0β).
Let
T=(0−c(c+n)β−12K),then, |
T−1=(−K2c(c+n)β1β−1c(c+n)0). |
Make a change of variables
(u,v)T=T(X,Y)T, |
then, the system (3.8) is transformed into the following form
{X→(1+12K)X−βY+¯F(X,Y)+o(ρ35),Y→βX+(1+12K)Y+¯G(X,Y)+o(ρ35), | (3.9) |
where ρ5=√X2+Y2,
¯F(X,Y)=e20X2+e11XY+e02Y2+e30X3+e21X2Y+e12XY2+e03Y3,¯G(X,Y)=f20X2+f11XY+f02Y2+f30X3+f21X2Y+f12XY2+f03Y3, |
e20=c02βK2c01,e11=c01c11K+2c201d11−c02K22c01,e02=4c201(c20K+2c01d20−d11K)8c01β+K2(c02K−2c01c11)8c01β,e30=c03β2K2c01,e21=(2c01c12−3c03K)βK4c01,e12=c01c21K−c12K2+2d21c2012+3c03K38c01,e03=8c301(c30K+2c01d30−d21K)16c01β−K2(4c201c21+c03K2−2c01c12K)16c01β,f20=c02c01β2,f11=c11β−c02c01βK,f02=c01c20−12c11K+c024c01K2,f30=c03c01β3,f21=c12β2−3c032c01β2K,f12=c01c21β−c12βK+3c034c01βK2,f03=c30c201−12c01c21K+14c12K2−c038c01K3. |
Furthermore,
¯FXX=c02βKc01,¯FXY=c01c11K+2c201d11−c02K22c01,¯FXXX=3c03β2Kc01,¯FYY=4c201(c20K+2c01d20−d11K)4c01β+K2(c02K−2c01c11)4c01β,¯FXXY=c12βK−3c03βK22c01,¯FXYY=c01c21K−c12K2+2d21c201+3c03K34c01,¯FYYY=3c301(c30K+2c01d30)−d21Kc01β−3K2(4c201c21+c03K2−2c01c12K)8c01β,¯GXX=2c02β2c01,¯GXY=c11β−c02βKc01,¯GYY=2c01c20−c11K+c02K22c01,¯GXXX=6c03β3c01,¯GXXY=2c12β2−3c03β2Kc01,¯GXYY=2c01c21β−2c12βK+3c03βK22c01,¯GYYY=6c30c201−3c01c21K+32c12K2−3c03K34c01. |
The {fourth} step. In order to ensure that the system (3.9) has a Neimark-Sacker bifurcation occurring, we need to calculate the discriminating quantity
L=−Re((1−2λ1)λ221−λ1ζ20ζ11)−12|ζ11|2−|ζ02|2+Re(λ2ζ21), | (3.10) |
and L is required not to be zero, where
ζ20=18[¯FXX−¯FYY+2¯GXY+i(¯GXX−¯GYY−2¯FXY)],ζ11=14[¯FXX+¯FYY+i(¯GXX+¯GYY)],ζ02=18[¯FXX−¯FYY−2¯GXY+i(¯GXX−¯GYY+2¯FXY)],ζ21=116[¯FXXX+¯FXYY+¯GXXY+¯GYYY+i(¯GXXX+¯GXYY−¯FXXY−¯FYYY)]. |
By calculation we get
ζ20=18(−4c201(c20K+2c01d20−d11K)4c01β−K2(c02K−2c01c11)4c01β+(2c01c11−c02K)βc01)+18(c02(K2+4β2)2c01−2c01(c20+d11))i,ζ11=14(c02βKc01+4c201(c20K+2c01d20−d11K)4c01β+K2(c02K−2c01c11)4c01β)+14(c02(4β2+K2)2c01+2c01c20−c11K)i,ζ02=18(−4c201(c20K+2c01d20−d11K)4c01β−K2(c02K−2c01c11)4c01β+(3c02K−2c01c11)βc01)+14(c02(4β2−3K2)4c01+c11K+c01(d11−c20))i,ζ21=116(2c01(3c30c01−c21K+c01d21)+c12(12K2+2β2))+116(3c03β(K2+2β2)c01+3K2(4c201c21+c03K2−2c01c12K)8c01β+β(2c01c21−3c12K)−3c301(c30K+2c01d30)−d21Kc01β)i. |
Theorem 3.3. Assume the parameters b, c, m, n in the space SE+={(b,c,m,n)∈R4+|b>0,1>c>m,0<m<c2+2cn−nn+1}. Let b0=c2+2cn−mn−m−n(c+n)2(1−c)(c−m) and L be defined as above (3.10). If L≠0 holds and the parameter a varies in the small neighborhood of b0, then the system (1.6) at the fixed point E3 undergoes a Neimark-Sacker bifurcation. In addition, if L<(or>)0, then an attracting (or repelling) invariant closed curve bifurcates from the fixed point E3 for b<(or>)b0.
In this section, we use the bifurcation diagrams, phase portraits and Lyapunov exponents of the system (1.6) to verify our theoretical results and further reveal some new dynamical behaviors to occur as the parameters vary by Matlab software.
Fix the parameter values c=0.8,m=0.3,n=0.8, let b∈(1.5,3.0) and take the initial values (x0,y0)=(0.55,0.25),(0.80,0.05) in Fig. 2 and Fig. 3 respectively. Figure 1(a) shows the {bifurcation} diagram of (b,x)-plane, from which the fixed point E3 is stable when b<b0=2.266. Moreover, the fixed point E3 is unstable when b>b0. Hence, the Neimark-Sacker bifurcation occurs at the fixed point E3=(0.800,0.625) when b=b0, whose multipliers are λ1,2=0.855±0.519i with |λ1,2|=1.
The corresponding maximum Lyapunov exponent diagram of the system (1.6) is plotted in Figure 1(b). Figures 2(a)-2(f) and Figures 3(a)-3(d) show that the dynamical properties of the fixed point E3 change from stable to unstable as the value of the parameter b decreases and there is an occurrence of invariant closed curve around E3 when b=b0, which agrees to the result of Theorem 3.3.
From the phase portraits in Figs 2 and 3, we infer the stability of E3. Figures 2(d)-2(f) show that the closed curve is stable outside, while Figures 3(a)-3(d) indicate that the closed curve is stable inside for the fixed point E3 as long as the assumptions of Theorem 3.2 hold.
In this paper, we discuss the dynamical behaviors of a predator-prey model (1.6) of Gause-type with double Allee effect affecting the prey population. Under the given parametric conditions, we completely show the existence and stability of four nonnegative equilibria E0=(0,0), E1=(1,0), E2=(m,0) and E3=(c,(1−c)(c−m)c+n). Then we derive the sufficient conditions for its transcritical bifurcation and Neimark-Sacker bifurcation to occur. Meanwhile, it is clear that the positive equilibrium E3=(x0,y0) is asymptotically stable when b<b0=c2+2cn−mn−m−n(c+n)2(1−c)(c−m) and unstable when b>b0 under the condition m<c2+2cn−nn+1. Hence, the system (1.6) undergoes a bifurcation which has been shown to be a Neimark-Sacker bifurcation when the parameter b goes through the critical value b0. Finally, numerical simulations illustrate the theoretical analysis results of the system (1.6).
The perturbations of different parameters in this system may lead to different bifurcations. This demonstrates that this system is sensitive to its parameters. Especially, the occurrence of Neimark-Sacker bifurcation implies that the predator and the prey can coexist under such parametric conditions.
All authors contributed equally and significantly in writing this paper. All authors read and approved the final manuscript.
This work is partly supported by the National Natural Science Foundation of China (61473340), the Distinguished Professor Foundation of Qianjiang Scholar in Zhejiang Province, and the National Natural Science Foundation of Zhejiang University of Science and Technology (F701108G14).
The authors declare that they have no competing interests.
[1] |
S. Lu, P. Wang, W. Ni, K. Yan, S. Zhao, C. Yang, et al., Energy absorption design for crash energy management passenger trains based on scaled model, Struct. Multidiscip. Optim., 65 (2022), 2. https://doi.org/10.1007/s00158-021-03116-6 doi: 10.1007/s00158-021-03116-6
![]() |
[2] |
Y. Wu, J. Fang, C. Wu, C. Li, G. Sun, Q. Li, Additively manufactured materials and structures: A state-of-the-art review on their mechanical characteristics and energy absorption, Int. J. Mech. Sci., 246 (2023), 108102. https://doi.org/10.1016/j.ijmecsci.2023.108102 doi: 10.1016/j.ijmecsci.2023.108102
![]() |
[3] |
Y. Peng, W. Deng, P. Xu, S. Yao, Study on the collision performance of a composite energy-absorbing structure for subway vehicles, Thin-Walled Struct., 94 (2015), 663–672. https://doi.org/10.1016/j.tws.2015.05.016 doi: 10.1016/j.tws.2015.05.016
![]() |
[4] |
A. Baykasoğlu, C. Baykasoğlu, E. Cetin, Multi-objective crashworthiness optimization of lattice structure filled thin-walled tubes, Thin-Walled Struct., 149 (2020), 106630. https://doi.org/10.1016/j.tws.2020.106630 doi: 10.1016/j.tws.2020.106630
![]() |
[5] |
Z. Li, W. Ma, P. Xu, S. Yao, Crashworthiness of multi-cell circumferentially corrugated square tubes with cosine and triangular configurations, Int. J. Mech. Sci., 165 (2020), 105205. https://doi.org/10.1016/j.ijmecsci.2019.105205 doi: 10.1016/j.ijmecsci.2019.105205
![]() |
[6] |
Z. Li, W. Ma, H. Zhu, G. Deng, L. Hou, P. Xu, et al., Energy absorption prediction and optimization of corrugation-reinforced multicell square tubes based on machine learning, Mech. Adv. Mater. Struct., 29 (2021), 5511–5529. https://doi.org/10.1080/15376494.2021.1958032 doi: 10.1080/15376494.2021.1958032
![]() |
[7] |
Y. Zhang, M. Lu, G. Sun, G. Li, Q. Li, On functionally graded composite structures for crashworthiness, Compos. Struct., 132 (2015), 393–405. https://doi.org/10.1016/j.compstruct.2015.05.034 doi: 10.1016/j.compstruct.2015.05.034
![]() |
[8] |
M. Zhao, D. Z. Zhang, F. Liu, Z. Li, Z. Ma, Z. Ren, Mechanical and energy absorption characteristics of additively manufactured functionally graded sheet lattice structures with minimal surfaces, Int. J. Mech. Sci., 167 (2020), 105262. https://doi.org/10.1016/j.ijmecsci.2019.105262 doi: 10.1016/j.ijmecsci.2019.105262
![]() |
[9] |
A. Baroutaji, A. Arjunan, M. Stanford, J. Robinson, A. G. Olabi, Deformation and energy absorption of additively manufactured functionally graded thickness thin-walled circular tubes under lateral crushing, Eng. Struct., 226 (2021), 111324. https://doi.org/10.1016/j.engstruct.2020.111324 doi: 10.1016/j.engstruct.2020.111324
![]() |
[10] |
H. Liu, L. Chen, J. Cao, L. Chen, B. Du, Y. Guo, et al., Axial compression deformability and energy absorption of hierarchical thermoplastic composite honeycomb graded structures, Compos. Struct., 254 (2020), 112851. https://doi.org/10.1016/j.compstruct.2020.112851 doi: 10.1016/j.compstruct.2020.112851
![]() |
[11] |
B. Chang, Z. Zheng, Y. Zhang, K. Zhao, S. He, J. Yu, Crashworthiness design of graded cellular materials: an asymptotic solution considering loading rate sensitivity, Int. J. Impact Eng., 143 (2020), 103611. https://doi.org/10.1016/j.ijimpeng.2020.103611 doi: 10.1016/j.ijimpeng.2020.103611
![]() |
[12] |
S. Xie, H. Li, C. Yang, S. Yao, Crashworthiness optimisation of a composite energy-absorbing structure for subway vehicles based on hybrid particle swarm optimisation, Struct. Multidiscip. Optim., 58 (2018), 2291–2308. https://doi.org/10.1007/s00158-018-2022-3 doi: 10.1007/s00158-018-2022-3
![]() |
[13] |
P. Xu, H. Zhao, S. Yao, Q. Che, J. Xing, Q. Huang, et al., Multi-objective optimisation of a honeycomb-filled composite energy absorber for subway vehicles, Int. J. Crashworthiness, 25 (2019), 603–611. https://doi.org/10.1080/13588265.2019.1626537 doi: 10.1080/13588265.2019.1626537
![]() |
[14] |
D. Wang, P. Xu, C. Yang, X. Xiao, Q. Che, Crashing performance and multi-objective optimization of honeycomb-filled thin-walled energy absorber with axisymmetric thickness, Mech. Adv. Mater. Struct., 2022 (2022), 1–18. https://doi.org/10.1080/15376494.2022.2053765 doi: 10.1080/15376494.2022.2053765
![]() |
[15] | GB/T 228.1-2010, Metallic materials-tensile testing – part 1: method of test at room temperature, Standardization Ad-ministration of the People's Republic of China, 2010. |
[16] |
B. M. B. Mertani, B. Keskes, M. Tarfaoui, Experimental analysis of the crushing of honeycomb cores under compression, J. Mater. Eng. Perform., 28 (2019), 1628–1638. https://doi.org/10.1007/s11665-018-3852-2 doi: 10.1007/s11665-018-3852-2
![]() |
[17] |
D. Keidel, U. Fasel, P. Ermanni, Concept investigation of a lightweight composite lattice morphing wing, AIAA, 59 (2021), 2242–2250. https://doi.org/10.2514/1.J059579 doi: 10.2514/1.J059579
![]() |
[18] |
Z. Liu, H. Chen, S. Xing, Mechanical performances of metal-polymer sandwich structures with 3D-printed lattice cores subjected to bending load, Arch. Civ. Mech. Eng., 20 (2020), 20. https://doi.org/10.1007/s43452-020-00095-1 doi: 10.1007/s43452-020-00030-4
![]() |
[19] |
G. Zhu, S. Li, G. Sun, G. Li, Q. Li, On design of graded honeycomb filler and tubal wall thickness for multiple load cases, Thin-Walled Struct., 109 (2016), 377–389. https://doi.org/10.1016/j.tws.2016.09.017 doi: 10.1016/j.tws.2016.09.017
![]() |
[20] |
G. Zhu, Z. Zhao, P. Hu, G. Luo, X. Zhao, Q. Yu, On energy-absorbing mechanisms and structural crashworthiness of laterally crushed thin-walled structures filled with aluminum foam and CFRP skeleton, Thin-Walled Struct., 160 (2021), 107390. https://doi.org/10.1016/j.tws.2020.107390 doi: 10.1016/j.tws.2020.107390
![]() |
[21] |
G. Zhu, Q. Yu, X. Zhao, S. Zhang, P. Hu, H. Jiang, On energy‐absorbing mechanisms of metal/WF‐CFRP hybrid composite columns, Polym. Compos., 41 (2020), 2466–2490. https://doi.org/10.1002/pc.25550 doi: 10.1002/pc.25550
![]() |
[22] |
Y. Zhang, X. Xu, G. Sun, X. Lai, Q. Li, Nondeterministic optimization of tapered sandwich column for crashworthiness, Thin-Walled Struct., 122 (2018), 193–207. https://doi.org/10.1016/j.tws.2017.09.028 doi: 10.1016/j.tws.2017.09.028
![]() |
[23] |
P. Xu, D. Wang, S. Yao, K. Xu, H. Zhao, S. Wang, et al., Multi-objective uncertain optimization with an ellipsoid-based model of a centrally symmetrical square tube with diaphragms for subways, Struct. Multidiscip. Optim., 64 (2021), 2789–2804. https://doi.org/10.1007/s00158-021-02990-4 doi: 10.1007/s00158-021-02990-4
![]() |
[24] |
Z. Huang, X. Zhang, C. Yang, Experimental and numerical studies on the bending collapse of multi-cell Aluminum/CFRP hybrid tubes, Composites, Part B, 181 (2020), 107527. https://doi.org/10.1016/j.compositesb.2019.107527 doi: 10.1016/j.compositesb.2019.107527
![]() |
[25] |
B. Lu, C. Shen, J. Zhang, D. Zheng, T. Zhang, Study on energy absorption performance of variable thickness CFRP/aluminum hybrid square tubes under axial loading, Compos. Struct., 276 (2021), 114469. https://doi.org/10.1016/j.compstruct.2021.114469 doi: 10.1016/j.compstruct.2021.114469
![]() |
[26] |
S. P. Santosa, T. Wierzbicki, A. G. Hanssen, M. Langseth, Experimental and numerical studies of foam-filled sections, Int. J. Impact Eng., 24 (2000), 509–534. https://doi.org/10.1016/S0734-743X(99)00036-6 doi: 10.1016/S0734-743X(99)00036-6
![]() |
[27] |
S. Xie, H. Zhou, Analysis and optimisation of parameters influencing the out-of-plane energy absorption of an aluminium honeycomb, Thin-Walled Struct., 89 (2015), 169–177. https://doi.org/10.1016/j.tws.2014.12.024 doi: 10.1016/j.tws.2014.12.024
![]() |
[28] |
S. Xie, H. Zhou, Impact characteristics of a composite energy absorbing bearing structure for railway vehicles, Composites, Part B, 67 (2014), 455–463. https://doi.org/10.1016/j.compositesb.2014.08.019 doi: 10.1016/j.compositesb.2014.08.019
![]() |
[29] |
X. Zhang, H. Zhang, K. H. Leng, Experimental and numerical investigation on bending collapse of embedded multi-cell tubes, Thin-Walled Struct., 127 (2018), 728–740. https://doi.org/10.1016/j.tws.2018.03.011 doi: 10.1016/j.tws.2018.03.011
![]() |
[30] |
C. Qi, Y. Sun, S. Yang, Z. H. Lu, Multi-objective optimization design of hybrid material bumper for pedestrian protection and crashworthiness design, SAE Int., 2020. https://doi.org/10.4271/2020-01-0201 doi: 10.4271/2020-01-0201
![]() |
[31] |
L. Yu, X. Gu, L. Qian, P. Jiang, W. Wang, M. Yu, Application of tailor rolled blanks in optimum design of pure electric vehicle crashworthiness and lightweight, Thin-Walled Struct., 161 (2021), 107410. https://doi.org/10.1016/j.tws.2020.107410 doi: 10.1016/j.tws.2020.107410
![]() |
[32] |
W. Wang, S. Dai, W. Zhao, C. Wang, T. Ma, Q. Chen, Reliability-based optimization of a novel negative Poisson's ratio door anti-collision beam under side impact, Thin-Walled Struct., 154 (2020), 106863. https://doi.org/10.1016/j.tws.2020.106863 doi: 10.1016/j.tws.2020.106863
![]() |
[33] |
L. Zhang, Y. Wu, P. Jiang, S. K. Choi, Q. Zhou, A multi-fidelity surrogate modeling approach for incorporating multiple non-hierarchical low-fidelity data, Adv. Eng. Inf., 51 (2022), 101430. https://doi.org/10.1016/j.aei.2021.101430 doi: 10.1016/j.aei.2021.101430
![]() |
[34] |
H. Zhu, S. Yao, Z. Li, J. Liu, P. Xu, M. Liu, Crashworthiness analysis of multilayered hexagonal tubes under axial and oblique loads, Mech. Adv. Mater. Struct., 2022 (2022), 1–22. https://doi.org/10.1080/15376494.2022.2079031 doi: 10.1080/15376494.2022.2079031
![]() |
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