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Numerical analysis of a problem in micropolar thermoviscoelasticity


  • In this work, we study, from the numerical point of view, a dynamic thermoviscoelastic problem involving micropolar materials. The model leads to a linear system composed of parabolic partial differential equations for the displacements, the microrotation and the temperature. Its weak form is written as a linear system made of first-order variational equations, in terms of the velocity field, the microrotation speed and the temperature. Fully discrete approximations are introduced by using the finite element method and the implicit Euler scheme. A discrete stability property and a priori error estimates are proved, from which the linear convergence is derived under some additional regularity conditions. Finally, some two-dimensional numerical simulations are presented to demonstrate the accuracy of the approximation and the behavior of the solution.

    Citation: Noelia Bazarra, José R. Fernández, Ramón Quintanilla. Numerical analysis of a problem in micropolar thermoviscoelasticity[J]. Electronic Research Archive, 2022, 30(2): 683-700. doi: 10.3934/era.2022036

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  • In this work, we study, from the numerical point of view, a dynamic thermoviscoelastic problem involving micropolar materials. The model leads to a linear system composed of parabolic partial differential equations for the displacements, the microrotation and the temperature. Its weak form is written as a linear system made of first-order variational equations, in terms of the velocity field, the microrotation speed and the temperature. Fully discrete approximations are introduced by using the finite element method and the implicit Euler scheme. A discrete stability property and a priori error estimates are proved, from which the linear convergence is derived under some additional regularity conditions. Finally, some two-dimensional numerical simulations are presented to demonstrate the accuracy of the approximation and the behavior of the solution.



    It seems that Voigt [1] was the first researcher who noted the polar structure of several materials as crystalline solids. Later, Cosserat brothers [2] proposed a theory of micropolar materials. In such theory, each material point has six degrees of freedom: three for the displacements and three for the orientation usually called directions. After some time without relevant contributions in this field, in 1964 Eringen and Suhubi [3,4] studied the nonlinear theory of micropolar elasticity which took into account the microstructural motions, and later Eringen [5] developed its linear version. A large number of engineering materials may be modeled more realistically using these micropolar continua, where the classical theory of elasticity is inadequate. Some particular examples can be, for instance, the large-scale development and utilization of composite, reinforced and coarse-grained materials. The basic idea of micropolar elasticity is the fact that the granular character of the medium is taken into account, describing deformations by a microrotation. Using this theory, solids support couple stresses in addition to force stresses. Nowacki [6], Tauchert et al.[7], Tauchert [8] and other researchers extended the theory by introducing the thermal effects (see also [9,10,11] for a good review on micropolar themoelasticity). Since then, a large number of papers have been published dealing with mathematical issues of this type of materials (see [12,13,14,15,16,17,18,19], among others [20,21,22,23,24,25]).

    In this work, we continue the research started in [26], where isotropic and homogeneous micropolar thermoviscoelastic materials were considered. The existence and uniqueness of solutions were shown by using the theory of linear semigroups. The analyticity of the solutions was also obtained supposing that the supply terms were absent. Here, our aim is to study this problem from the numerical point of view, introducing a fully discrete approximation, proving a discrete stability property and a priori error estimates, and performing some two-dimensional numerical results.

    The paper is structured in the following way. The thermomechanical model and its weak form are presented in Section 2. We recall an existence and uniqueness result obtained by Magaña and Quintanilla [26]. Then, in Section 3 fully discrete approximations are introduced, based on the finite element method for the spatial approximation and the backward Euler scheme to discretize the time derivatives. A discrete stability property is shown and a priori error estimates are provided, from which, under some regularity conditions, the linear convergence is derived. Finally, two-dimensional numerical examples are shown in Section 4.

    Let us denote by ΩRd, d=2,3, a domain with boundary Γ=Ω assumed to be Lipschitz, and occupied by our thermoviscoelastic material with micropolar properties. As usual, the spatial variable is represented by xΩ, and for the time we use the notation t[0,Tf], Tf>0 being the final time. To save cumbersome expressions, we will remove the dependence of our functions with respect to these two variables. Moreover, a subscript after a comma denotes the partial derivative with respect to the corresponding variable (i.e., fi,j=fixj), and the time derivative is denoted by a superposed dot for the first order or two superposed dots for the second order. Repeated indices mean summation over those indices.

    Let u=(ui)di=1, ϕ=(ϕi)di=1 and T be the displacement field, the microrotation vector and the temperature, respectively.

    Since we assume that the material is homogeneous and isotropic, the micropolar thermoviscoelastic problem is written as follows (see [26] for details).

    Problem P. Find the displacement field u:Ω×[0,Tf]Rd, the microrotation vector ϕ:Ω×[0,Tf]Rd and the temperature T:Ω×[0,Tf]R such that, for i=1,,d,

    (μ+σ)Δui+(λ+μ)ur,ri+σϵirsϕs,r+(μv+σv)Δ˙ui+(λv+μv)˙ur,ri+σvϵirs˙ϕs,rbT,i+ρF1i=ρ¨uiinΩ×(0,Tf), (2.1)
    γΔϕi+(α+β)ϕr,ri+bϵijkT,kj2σϕi+γvΔ˙ϕi+(αv+βv)˙ϕr,ri+σvϵirs˙us,r2σv˙ϕi+JF2i=J¨ϕiinΩ×(0,Tf), (2.2)
    T0(b˙ui,i+a˙T)=κΔT+κϵirs˙ϕs,ri+ρRinΩ×(0,Tf), (2.3)
    ui(x,0)=u0i(x),˙ui(x,0)=v0i(x),ϕi(x,0)=ϕ0i(x)fora.e.xΩ, (2.4)
    ˙ϕi(x,0)=ψ0i(x),T(x,0)=T0(x)fora.e.xΩ, (2.5)
    ui(x,t)=ϕi(x,t)=T(x,t)=0fora.e.t(0,Tf)andxΓ. (2.6)

    In Eqs (2.1)–(2.3), Δ denotes the classical Laplace operator, ϵijk represents the classical alternating symbol, ρ, J, a, μ, σ, λ, μv, σv, λv, b, γ, α, β, b, γv, αv, βv, κ and κ are constitutive coefficients and F1=(F1i)di=1, F2=(F2i)di=1 and R denote the supply terms. Moreover, in order to simplify the writing, from now on we assume that T0=1.

    We note that in the case that σ, σν, γ, α, β, γν, αν, βν, b an κ vanish we recover the classical theory of thermoviscoelasticity (see, for instance, [27,28,29]).

    As it is pointed out in [26], the mechanical internal energy and the dissipation are given by

    2W=λerress+(μ+σ)eijeij+μeijeji+αϕr,rϕs,s+βϕj,iϕi,j+γϕj,iϕj,i,D=λv˙err˙ess+(μv+σv)˙eij˙eij+μ˙eij˙eji+α˙ϕr,r˙ϕs,s+β˙ϕj,i˙ϕi,j+γ˙ϕj,i˙ϕj,i+κT,iT,i+(b+κ)ϵjir˙ϕi,jT,r,

    where tensors e=(eij)di,j=1 and ˙e=(˙eij)di,j=1 are defined as

    eij=uj,i+ϵjikϕk,˙eij=˙uj,i+ϵjik˙ϕk.

    Since we must impose that both functions are positive definite, we will assume the following conditions on the constitutive coefficients:

    ρ>0,J>0,a>0,κ>0,μ+λ>0,μ+σ>0,σ>0,γ>0,α+β>0,μv+λv>0,μv+σv>0,σv>0,βv+γv>0,3αv+βv+γv>0,κ>0,2κ(γvβv)>(b+κ)2. (2.7)

    We note that conditions (2.7) are slightly stronger than those required in [26]; however, we have modified them for the sake of simplicity in the calculations of the next section. See Appendix A for the derivation of the relations of the viscous coefficients.

    The aim of this paper is to study numerically Problem P and so, we first introduce its variational formulation. Therefore, let us define the spaces Y=L2(Ω), H=[L2(Ω)]d and Q=[L2(Ω)]d×d, with their respective scalar product (,)Y, (,)H and (,)Q, being the corresponding norms Y, H and Q. We also consider the variational spaces E and V as follows,

    E={rH1(Ω);r=0onΓ},V={z[H1(Ω)]d;z=0onΓ}.

    The corresponding scalar products and norms are denoted as (,)E and (,)V, and E and V, respectively.

    Using the classical procedure and the prescribed boundary conditions, we arrive to the variational form of Problem P written in terms of the temperature T, the velocity field v=(vi)di=1=˙u=(˙ui)di=1 and the microrotation speed ψ=(ψi)di=1=˙ϕ=(˙ϕi)di=1.

    Problem VP. Find the temperature T:[0,Tf]E, the velocity field v:[0,Tf]V and the microrotation speed ψ:[0,Tf]V such that T(0)=T0, v(0)=v0, ψ(0)=ψ0, and, for a.e., t(0,Tf) and for all w,ξV,ζE,

    (ρ˙v(t),w)H+(μv+σv)(v(t),w)Q+(λv+μv)(divv(t),divw)Y+(μ+σ)(u(t),w)Q+(λ+μ)(divu(t),divw)Y+σA(ϕ(t),w)+σvA(ψ(t),w)+b(T(t),w)H=ρ(F1(t),w)H, (2.8)
    J(˙ψ(t),ξ)H+γv(ψ(t),ξ)Q+(αv+βv)(divψ(t),divξ)Y+γ(ϕ(t),ξ)Q+(α+β)(divϕ(t),divξ)Y+2σv(ψ(t),ξ)H+2σ(ϕ(t),ξ)H+σvC(v(t),ξ)+σC(u(t),ξ)+B(T(t),ξ)=J(F2(t),ξ)H, (2.9)
    a(˙T(t),ζ)Y+κ(T(t),ζ)H=(ρR(t),ζ)Yb(divv(t),ζ)YD(ψ(t),ζ), (2.10)

    where and div represent the usual gradient and divergence operators, and the displacement field u and the microrotation ϕ are obtained from the respective equations:

    u(t)=t0v(s)ds+u0,ϕ(t)=t0ψ(s)ds+ϕ0. (2.11)

    In Problem VP we have used the following bilinear operators to simplify the writing:

    A(ϕ,w)=(ϵirsϕs,r,wi)Yϕ,wV,C(u,ξ)=(ϵirsus,r,ξi)Yξ,uV,B(T,ξ)=b(ϵijkT,k,ξi,j)YTE,ξV,D(ψ,ζ)=κ(ϵirsψs,r,ζ,i)YψV,ζE.

    We note that, using conditions (2.7), the dissipation D is positive definite and so, it leads to the following property that we will use in the next section:

    (λv+μv)(divw,divw)Y+(μv+σv)(w,w)Q+σvA(ξ,w)+γv(ξ,ξ)Q+(αv+βv)(divξ,divξ)Y+2σv(ξ,ξ)H+σvC(w,ξ)+B(ζ,ξ)+κ(ζ,ζ)H+D(ξ,ζ)M(divw2Y+w2Q+ξ2H+divξ2Y+ξ2Q+ζ2H), (2.12)

    where M is a given positive constant.

    The following well posedness result was proved in [26].

    Theorem 1. Let conditions (2.7) hold. Then, there exists a unique solution to Problem VP with the following regularity:

    u,ϕC1([0,Tf];V)C2([0,Tf];H),TC([0,Tf];E)C1([0,Tf];Y).

    In this section we will study, from the numerical point of view, a fully discrete approximation of Problem VP. First, in order to provide the spatial approximation, we construct the finite element spaces Eh and Vh given by

    Eh={rhC(¯Ω);rh|TrP1(Tr)TrTh,rh=0 on Γ}, (3.1)
    Vh={wh[C(¯Ω)]d;wh|Tr[P1(Tr)]dTrTh,wh=0 on Γ}, (3.2)

    where, as usual, we assume that ¯Ω is a polyhedral domain and we denote by Th a regular triangulation of ¯Ω in the sense of [30]. P1(Tr) represents the space of linear polynomials in Tr and parameter h>0 is the spatial discretization size.

    The discretization of the time derivatives is obtained with a uniform partition of the time interval [0,Tf], denoted by 0=t0<t1<<tN=Tf, being k=Tf/N the time step size. As a usual notation, if f is a continuous function we denote fn=f(tn), and for the sequence {zn}Nn=0, let δzn=(znzn1)/k be its divided differences.

    Applying the well-known implicit Euler scheme, we have the fully discrete approximation of Problem VP as follows.

    Problem VPhk. Find the discrete temperature Thk={Thkn}Nn=0Eh, the discrete velocity field vhk={vhkn}Nn=0Vh and the discrete microrotation speed ψhk={ψhkn}Nn=0Vh such that Thk0=Th0, vhk0=vh0, ψhk0=ψh0, and, for n=1,,N and for all wh,ξhVh,ζhEh,

    (ρδvhkn,wh)H+(μv+σv)(vhkn,wh)Q+(λv+μv)(divvhkn,divwh)Y+(μ+σ)(uhkn,wh)Q+(λ+μ)(divuhkn,divwh)Y+σA(ϕhkn,wh)+σvA(ψhkn,wh)+b(Thkn,wh)H=ρ(F1n,wh)H, (3.3)
    J(δψhkn,ξh)H+γv(ψhkn,ξh)Q+(αv+βv)(divψhkn,divξh)Y+γ(ϕhkn,ξh)Q+(α+β)(divϕhkn,divξh)Y+2σv(ψhkn,ξh)H+2σ(ϕhkn,ξh)H+σvC(vhkn,ξh)+σC(uhkn,ξh)+B(Thkn,ξh)=J(F2n,ξh)H, (3.4)
    a(δThkn,ζh)Y+κ(Thkn,ζh)H=(ρRn,ζh)Yb(divvhkn,ζh)YD(ψhkn,ζh), (3.5)

    where the discrete displacement field uhk and the discrete microrotation vector ϕhk are updated from the respective equations:

    uhkn=knj=1vhkj+uh0,ϕhkn=knj=1ψhkj+ϕh0. (3.6)

    In the previous fully discrete problem, the discrete initial conditions Th0, uh0, vh0, ϕh0 and ψh0 are approximations of the initial conditions T0, u0, v0, ϕ0 and ψ0 defined as

    Th0=Ph2T0,uh0=Ph1u0,vh0=Ph1v0,ϕh0=Ph1ϕ0,ψh0=Ph1ψ0.

    Here, we denote by Ph1 and Ph2 the interpolation operators over the finite element spaces Vh and Eh, respectively (see, e.g., [30]).

    Using Lax-Milgram lemma and assumptions (2.7), it is straightforward to show the existence of a unique discrete solution to Problem VPhk.

    We have the following discrete stability property.

    Theorem 2. Under the assumptions of Theorem 1, then it follows that the sequences {uhk,vhk,ϕhk,ψhk,Thk}, generated by Problem VPhk, satisfy the stability estimate:

    vhkn2H+uhkn2Q+divuhkn2Y+ψhkn2H+ϕhkn2Q+divϕhkn2Y+ϕhkn2H+Thkn2YM,

    where M is a positive constant which is independent of the discretization parameters h and k.

    Proof. Taking wh=vhkn as a test function in discrete variational Eq (3.3) we have

    (ρδvhkn,vhkn)H+(μv+σv)(vhkn,vhkn)Q+(λv+μv)(divvhkn,divvhkn)Y+(μ+σ)(uhkn,vhkn)Q+(λ+μ)(divuhkn,divvhkn)Y+σA(ϕhkn,vhkn)+σvA(ψhkn,vhkn)+b(Thkn,vhkn)H=ρ(F1n,vhkn)H.

    Thus, keeping in mind that

    (ρδvhkn,vhkn)Hρ2k{vhkn2Hvhkn12H},(μ+σ)(uhkn,vhkn)Qμ+σ2k{uhkn2Quhkn12Q},(λ+μ)(divuhkn,divvhkn)Yλ+μ2k{divuhkn2Ydivuhkn12Y},|A(ϕhkn,vhkn)|M(ϕhkn2Q+vhkn2H),(Thkn,vhkn)HϵThkn2H+Mvhkn2H,

    where, from now on, ϵ>0 is assumed small enough and we have used Cauchy-Schwarz inequality and the arithmetic-geometric mean inequality

    abηa2+14ηb2a,bR, η>0, (3.7)

    we find that

    ρ2k{vhkn2Hvhkn12H}+μ+σ2k{uhkn2Quhkn12Q}+(μv+σv)vhkn2Q+(λv+μv)divvhkn2Y+σvA(ψhkn,vhkn)+λ+μ2k{divuhkn2Ydivuhkn12Y}M(1+ϕhkn2Q+vhkn2H)+ϵThkn2H.

    Proceeding in a similar form with the terms of the discrete microrotation speed and also keeping in mind that

    σ(ϕhkn,ψhkn)Hσ2k{ϕhkn2Hϕhkn12H},|C(uhkn,ψhkn)|M(uhkn2Q+ψhkn2H),

    we have

    J2k{ψhkn2Hψhkn12H}+γ2k{ϕhkn2Qϕhkn12Q}+γvψhkn2Q+α+β2k{divϕhkn2Ydivϕhkn12Y}+σ2k{ϕhkn2Hϕhkn12H}+(αv+βv)divψhkn2Y+2σvψhkn2Y+σvC(vhkn,ψhkn)+B(Thkn,ψhkn)M(1+ψhkn2H+uhkn2Q).

    Finally, we obtain the estimates for the discrete temperature Thkn. Taking ζh=Thkn as a test function in discrete variational Eq (3.5) it follows that

    a(δThkn,Thkn)+κ(Thkn,Thkn)H=(ρRn,Thkn)Yb(divvhkn,Thkn)YD(ψhkn,Thkn),

    and taking into account that

    a(δThkn,Thkn)a2k{Thkn2YThkn12Y},|(divvhkn,Thkn)Y|=|(vhkn,Thkn)H|Mvhkn2H+ϵThkn2H,

    we obtain

    a2k{Thkn2YThkn12Y}+κThkn2H+D(ψhkn,Thkn)M(1+Thkn2Y+vhkn2H)+ϵThkn2H.

    Combining the previous estimates and taking into account property (2.12), we have

    ρ2k{vhkn2Hvhkn12H}+μ+σ2k{uhkn2Quhkn12Q}+λ+μ2k{divuhkn2Ydivuhkn12Y}+J2k{ψhkn2Hψhkn12H}+γ2k{ϕhkn2Qϕhkn12Q}+α+β2k{divϕhkn2Ydivϕhkn12Y}+σ2k{ϕhkn2Hϕhkn12H}+a2k{Thkn2YThkn12Y}M(1+ϕhkn2Q+ψhkn2H+vhkn2H+Thkn2Y+uhkn2Q).

    Multiplying them by k and summing up the resulting equation it follows that

    vhkn2H+uhkn2Q+divuhkn2Y+ψhkn2H+ϕhkn2Q+divϕhkn2Y+ϕhkn2H+Thkn2YMknj=1(1+ϕhkj2Q+ψhkj2H+vhkj2H+Thkj2Y+uhkj2Q)+M(vh02H+uh02Q+ψh02H+ϕh02Q+Th02Y).

    Finally, the stability estimates are a direct consequence of the application of a discrete version of Gronwall's inequality (see, e.g., [31]), the properties of the interpolation operators Ph1 and Ph2 (see [30]) and the regularities on the initial conditions.

    In the rest of the section, we will obtain some a priori error estimates on the numerical errors vnvhkn, unuhkn, ψnψhkn, ϕnϕhkn and TnThkn. We have the following.

    Theorem 3. Let the assumptions of Theorem 1 still hold. If we denote by (v,ψ,T) the solution to problem VP and by (vhk,ψhk,Thk) the solution to problem VPhk, then we have the following a priori error estimates, for all wh={whj}Nj=0,ξh={ξhj}Nj=0Vh and ζh={ζhj}Nj=0Eh,

    max0nN{vnvhkn2H+div(unuhkn)2Y+(unuhkn)2Q+ψnψhkn+ϕnϕhkn2H+div(ϕnϕhkn)2Y+(ϕnϕhkn)2Q+TnThkn2Y}MkNj=1(˙vjδvj2H+˙vjδuj2V+vjwhj2V+˙ψjδψj2H
    +˙ϕjδϕj2V+ψjξhj2V+˙TjδTj2Y+Tjζhj2E)+Cmax0nNvnwhn2Y+Cmax0nNψnξhn2H+Cmax0nNTnζhn2Y+CkN1j=1(vjwhj(vj+1whj+1)2H+ψjξhj(ψj+1ξhj+1)2H+Tjζhj(Tj+1ζhj+1)2Y)+M(v0vh02H+u0uh0)2V+ψ0ψh02H+ϕ0ϕh02V+T0Th02Y), (3.8)

    where M is again a positive constant which does not depend on parameters h and k.

    Proof. First, we obtain the error estimates on the velocity field. Thus, subtracting variational Eq (2.8) at time t=tn for a test function w=whVhV and discrete variational Eq (3.3) we have, for all whVh,

    ρ(˙vnδvhkn,wh)H+(μv+σv)((vnvhkn),wh)Q+σA((ϕnϕhkn),wh)+(λv+μv)(div(vnvhkn),divwh)Y+(μ+σ)((unuhkn),wh)Q+(λ+μ)(div(unuhkn),divwh)Y+σvA((ψnψhkn),wh)+b((TnThkn),wh)H=0,

    and therefore, we have, for all whVh,

    ρ(˙vnδvhkn,vnvhkn)H+(μv+σv)((vnvhkn),(vnvhkn))Q+(λv+μv)(div(vnvhkn),div(vnvhkn))Y+(μ+σ)((unuhkn),(vnvhkn))Q+(λ+μ)(div(unuhkn),div(vnvhkn))Y+σvA((ψnψhkn),vnvhkn)+b((TnThkn),vnvhkn)H+σA((ϕnϕhkn),vnvhkn)=ρ(˙vnδvhkn,vnwh)H+(μv+σv)((vnvhkn),(vnwh))Q+(λv+μv)(div(vnvhkn),div(vnwh))Y+(μ+σ)((unuhkn),(vnwh))Q+(λ+μ)(div(unuhkn),div(vnwh))Y+σvA((ψnψhkn),vnwh)+b((TnThkn),vnwh)H+σA((ϕnϕhkn),vnwh).

    Using the estimates

    (δvnδvhkn,vnvhkn)H12k{vnvhkn2Hvn1vhkn12H},(div(unuhkn),div(vnvhkn))Y(div(unuhkn),div(˙unδun))Y+12k{div(unuhkn)2Ydiv(un1uhkn1)2Y},((unuhkn),(vnvhkn))Q((unuhkn),(˙unδun))Q+12k{(unuhkn)2Q(un1uhkn1)2Q},((TnThkn),w)H=(TnThkn,divw)Y,

    it follows that, for all whVh,

    ρ2k{vnvhkn2Hvn1vhkn12H}+(μv+σv)(vnvhkn)2Q+(λv+μv)div(vnvhkn)2Y+λ+μ2k{div(unuhkn)2Ydiv(un1uhkn1)2Y}+σvA((ψnψhkn),vnvhkn)+μ+σ2k{(unuhkn)2Q(un1uhkn1)2Q}M(˙vnδvn2H+˙unδun2V+vnwh2V+div(unuhkn)2Y+vnvhkn2H+(unuhkn)2Q+(ϕnϕhkn)2Q+(δvnδvhkn,vnwh)H+TnThkn2Y)+ϵdiv(vnvhkn)2Y+ϵ(vnvhkn)2Q+ϵ(ψnψhkn)2Q, (3.9)

    where ϵ>0 is assumed small enough and we have used several times inequality Eq (3.7).

    Proceeding in an analogous form, taking into account that

    (ϕnϕhkn,ψnψhkn)H(ϕnϕhkn,˙ϕnδϕn)H+12k{ϕnϕhkn2Hϕn1ϕhkn12H},|C((unuhkn),ψ)|M((unuhkn)2Q+ψ2H),

    we obtain the following error estimates for the microrotation vector, for all ξhVh,

    J2k{ψnψhkn2Hψn1ψhkn12H}+σk{ϕnϕhkn2Hϕn1ϕhkn12H}+γ2k{(ϕnϕhkn)2Q(ϕn1ϕhkn1)2Q}+γv(ψnψhkn)2Q+(αv+βv)div(ψnψhkn)2Y+2σvψnψhkn2H+σvC((vnvhkn),ψnψhkn)+B((TnThkn),(ψnψhkn))+α+β2k{div(ϕnϕhkn)2Ydiv(ϕn1ϕhkn1)2Y}M(˙ψnδψn2H+˙ϕnδϕn2V+ψnξh2V+div(ϕnϕhkn)2Y+(ϕnϕhkn)2Q+(unuhkn)2Q+(δψnδψhkn,ψnξh)H+ϕnϕhkn2H+ψnψhkn2H)+ϵ(TnThkn)2H+ϵ(vnvhkn)2Q, (3.10)

    where ϵ>0 is assumed again small enough.

    Finally, we derive the error estimates on the temperature field. Then, subtracting variational Eq (2.10) at time t=tn for a test function ζ=ζhEhE and discrete variational Eq (3.5), we find that, for all ζhEh,

    a(˙TnδThkn,ζh)Y+κ((TnThkn),ζh)H+b(div(vnvhkn),ζh)Y+D((ψnψhkn),ζh)=0.

    Therefore, it follows that, for all ζhEh,

    a(˙TnδThkn,TnThkn)Y+κ((TnThkn),(TnThkn))H+b(div(vnvhkn),TnThkn)Y+D((ψnψhkn),(TnThkn))=a(˙TnδThkn,Tnζh)Y+κ((TnThkn),(Tnζh))H+b(div(vnvhkn),Tnζh)Y+D((ψnψhkn),(Tnζh)).

    Keeping in mind that

    a(δTnδThkn,TnThkn)Ya2k{TnThkn2YTn1Thkn12Y},|(div(vnvhkn),ζ)Y|=|(vnvhkn,ζ)H|M(vnvhkn2H+ζ2H),

    using inequality Eq (3.7) several times we find that, for all ζhEh,

    ak{TnThkn2YTn1Thkn12Y}+κ(TnThkn)2H+D((ψnψhkn),(TnThkn))M(˙TnδTn2Y+vnvhkn2H+Tnζh2E+(δTnδThkn,Tnζh)Y)+ϵ(ψnψhkn)2Q+ϵ(TnThkn)2H, (3.11)

    where ϵ>0 is small enough.

    Combining estimates (3.9)–(3.11) we have, for all wh,ξhVh and ζhEh,

    ρ2k{vnvhkn2Hvn1vhkn12H}+λ+μ2k{div(unuhkn)2Ydiv(un1uhkn1)2Y}+μ+σ2k{(unuhkn)2Q(un1uhkn1)2Q}+J2k{ψnψhkn2Hψn1ψhkn12H}+σk{ϕnϕhkn2Hϕn1ϕhkn12H}+γ2k{(ϕnϕhkn)2Q(ϕn1ϕhkn1)2Q}+α+β2k{div(ϕnϕhkn)2Ydiv(ϕn1ϕhkn1)2Y}+ak{TnThkn2YTn1Thkn12Y}M(˙vnδvn2H+˙unδun2V+vnwh2V+div(unuhkn)2Y+vnvhkn2H+(unuhkn)2Q+(ϕnϕhkn)2Q+(δvnδvhkn,vnwh)H+ϕnϕhkn2H+TnThkn2Y+˙ψnδψn2H+˙ϕnδϕn2V+ψnξh2V+div(ϕnϕhkn)2Y+ψnψhkn2H+(δψnδψhkn,ψnξh)H+˙TnδTn2Y+Tnζh2E+(δTnδThkn,Tnζh)Y).

    Multiplying the above estimates by k and summing up to n we have

    vnvhkn2H+div(unuhkn)2Y+(unuhkn)2Q+ψnψhkn2H+ϕnϕhkn2H+div(ϕnϕhkn)2Y+(ϕnϕhkn)2Q+TnThkn2YMknj=1(˙vjδvj2H+˙vjδuj2V+vjwhj2V+div(ujuhkj)2Y+(ujuhkj)2Q+(ϕjϕhkj)2Q+(δvjδvhkj,vjwhj)H+vjvhkj2H+TjThkj2Y+˙ψjδψj2H+˙ϕjδϕj2V+ψjξhj2V+div(ϕjϕhkj)2Y+ψjψhkj2H+(δψjδψhkj,ψjξhj)H+˙TjδTj2Y+Tjζhj2E+ϕjϕhkj2H+(δTjδThkj,Tjζhj)Y)+M(v0vh02H+u0uh0)2V+ψ0ψh02H+ϕ0ϕh02V+T0Th02Y).

    Keeping in mind the estimates:

    knj=1(δvjδvhkj,vjwhj)H=nj=1(vjvhkj(vj1vhkj1),vjwhj)H=(vnvhkn,vnwhn)H+(vh0v0,v1wh1)H+n1j=1(vjvhkj,vjwhj(vj+1whj+1))H,knj=1(δψjδψhkj,ψjξhj)H=nj=1(ψjψhkj(ψj1ψhkj1),ψjξhj)H=(ψnψhkn,ψnξhn)H+(ψh0ψ0,ψ1ξh1)H+n1j=1(ψjψhkj,ψjξhj(ψj+1ξhj+1))H,knj=1(δTjδThkj,Tjζhj)Y=nj=1(TjThkj(Tj1Thkj1),Tjζhj)Y=(TnThkn,Tnζhn)Y+(Th0T0,T1ζh1)Y+n1j=1(TjThkj,Tjζhj(Tj+1ζhj+1))Y,

    we use a discrete version of Gronwall's inequality [31] and we conclude a priori error estimates (3.8).

    From estimates (3.8), if we assume suitable regularity conditions on the continuous solution, we can obtain the convergence order of the approximations. So, we have the following result.

    Corollary 1. Under the assumptions of Theorem 3 and the additional regularity conditions:

    TH2(0,Tf;Y)L(0,Tf;H2(Ω))H1(0,Tf;H1(Ω)),u,ϕH3(0,Tf;H)W1,(0,Tf;[H2(Ω)]d)H2(0,Tf;[H1(Ω)]d),

    we conclude the linear convergence of the approximations given by Problem VPhk; that is, there exists a constant M>0, independent of parameters h and k, such that

    max0nN{vnvhknH+unuhknV+ψnψhknH+ϕnϕhknV+TnThknY}M(h+k).

    In this last section, we describe some two-dimensional numerical results obtained in the simulation of an academical example to show the accuracy of the finite element approximation, and the generation of the microrotations and temperature due to a surface mechanical force.

    Since the problem is two-dimensional, we present below the corresponding version of Problem P. Defining the solutions

    u(x1,x2)=(u1(x1,x2),u2(x1,x2),u3(x1,x2)),ϕ(x1,x2)=(ϕ1(x1,x2),ϕ2(x1,x2),ϕ3(x1,x2)),T(x1,x2),

    after some calculations we find the following problem:

    ρ¨u1=(μ+σ)Δu1+(λ+μ)uα,α1+σϕ3,2+(μv+σv)Δ˙u1+(λv+μv)˙uα,α1+σv˙ϕ3,2bT,1+ρF11inΩ×(0,Tf),ρ¨u2=(μ+σ)Δu2+(λ+μ)uα,α2σϕ3,1+(μv+σv)Δ˙u2+(λv+μv)˙uα,α2σv˙ϕ3,1bT,2+ρF12inΩ×(0,Tf),J¨ϕ3=γΔϕ3+b(T,21T,12)2σϕ3+γvΔ˙ϕ3+σv(˙u2,1˙u1,2)2σv˙ϕ3+JF23inΩ×(0,Tf),T0(b˙uα,α+a˙T)=κΔT+κ(˙ϕ3,21˙ϕ3,12)+ρRinΩ×(0,Tf),uα(x,0)=u0α(x),˙uα(x,0)=v0α(x),ϕ3(x,0)=ϕ03(x)fora.e.xΩ,˙ϕ3(x,0)=ψ03(x),T(x,0)=T0(x)fora.e.xΩ,uα(x,t)=ϕ3(x,t)=T(x,t)=0fora.e.t(0,Tf)andxΓ,

    where α=1,2 and the two-dimensional Laplacian operator is defined as Δ=x1+x2.

    The numerical scheme provided by the fully discrete problem VPhk was implemented on a 3.2 Ghz PC using MATLAB, and a typical run (using parameters h=2/32 and k=0.001) took about 145 seconds of CPU time.

    As an academical example, in order to show the numerical behavior of the fully discrete approximations we solve a two-dimensional problem with the following data:

    Tf=1,Ω=(0,1)×(0,1),ρ=1,μ=1,σ=1,λ=2,μv=1,σv=1,λv=1,b=1,J=1,b=1,γ=1,γv=4,a=1,κ=1,κ=1,

    the homogeneous Dirichlet boundary conditions, for all x=(x1,x2)Γ,

    u(x)=0,ϕ3(x)=T(x)=0,

    the initial conditions, for all (x1,x2)(0,1)×(0,1) and α=1,2,

    u0α(x1,x2)=v0α(x1,x2)=ϕ03(x1,x2)=ψ03(x1,x2)=T0(x)=x1(x11)x2(x21),

    and the supply terms, for all (x1,x2,t)(0,1)×(0,1)×(0,1),

    F1(x1,x2,t)=et(x21x223x21x2+10x21+3x1x22+21x1x220x1+17x2227x2+5,x21x225x21x2+21x21+5x1x22+21x1x231x1+6x2216x2+5),F23(x1,x2,t)=et(5x21x22+x21x2+12x21+9x1x22+11x1x220x1+16x2224x2+4),R(x,y,t)=et(x1(2x21)(x11)2x2(x21)2x1(x11)+x2(2x11)(x21)+x1x2(x11)(x21)).

    In this case, the exact solution to the above two-dimensional problem can be easily calculated and it has the form, for (x1,x2,t)[0,1]×[0,1]×[0,1]:

    uα(x1,x2,t)=ϕ3(x1,x2,t)=T(x1,x2,t)=etx1(x11)x2(x21)forα=1,2.

    In order to analyze the numerical convergence, several uniform partitions of the domain have been performed dividing Ω=(0,1)×(0,1) into 2(nd)2 triangles (that is, the spatial discretization parameter h equals 2nd). Thus, the approximation errors estimated by

    max0nN{vnvhknH+unuhknV+(ψ3)n(ψ3)hknH+(ϕ3)n(ϕ3)hknV+TnThknY}

    are presented in Table 1 for several values of the discretization parameters h and k. Moreover, the evolution of the error depen\-ding on the parameter h+k is plotted in Figure 1. The convergence of the approximations is clearly found, and the linear convergence, stated in Corollary 1, seems to be achieved, providing a good accuracy.

    Table 1.  Example 1: Numerical errors for some h and k.
    ndk 0.02 0.01 0.005 0.002 0.001 0.0005
    4 0.518017 0.518027 0.518032 0.518035 0.518037 0.518037
    8 0.232063 0.232082 0.232092 0.232097 0.232099 0.232100
    16 0.112456 0.112478 0.112489 0.112496 0.112499 0.112500
    32 0.056238 0.056251 0.056260 0.056267 0.056269 0.056270
    64 0.028755 0.028747 0.028749 0.028751 0.028752 0.028753
    128 0.015110 0.015099 0.015097 0.015097 0.015098 0.015098
    256 0.008301 0.008289 0.008287 0.008287 0.008287 0.008287

     | Show Table
    DownLoad: CSV
    Figure 1.  Example 1: Asymptotic constant error.

    If we assume now that there are not supply terms, and we use the final time Tf=5, the following data:

    Ω=(0,1)×(0,1),ρ=1,μv=1,σv=1,λv=1,b=1,J=1,b=1,γ=1,γv=1,a=1,κ=1,κ=1,

    and the initial conditions, for all (x1,x2,t)(0,1)×(0,1)×(0,1),

    u0=v0=0,T0=0,ϕ03(x1,x2,t)=ψ03(x1,x2,t)=etx1(x11)x2(x21).

    The discrete energy Ehkn is given by

    Ehkn=ρvhkn2H+Jψhk3n2Y+aThkn2Y+Ωλ(ehkn)rr(ehkn)ss+(μ+σ)(ehkn)ij(ehkn)ij+μ(ehkn)ij(ehkn)ji+γϕhk3n,iϕhk3n,idx,

    where the discrete version of tensor e is defined as

    (ehkn)ij={uhk2,1n+ϕhk3nifi=1,j=2,uhk1,2nϕhk3nifi=2,j=1,uhki,inifi=j.

    Taking the time discretization parameter k=0.01, the evolution in time of the discrete energy given above is plotted in Figure 2 (in both natural and semi-log scales) for different values of λ, μ and σ. As can be seen, it converges to zero and an exponential decay seems to be achieved in both cases.

    Figure 2.  Example 1: Evolution in time of the discrete energy (natural and semi-log scales).

    In this second example, our aim is to show the coupling effect in a thermo-viscoelastic problem with a prescribed mechanical force. Therefore, we consider the same square domain clamped on its left vertical part {0}×[0,1]. We also assume that ϕ3 and T vanish on the whole boundary, and we use the following expression for the surface mechanical force f applied on the horizontal upper boundary [0,1]×{1}:

    f(x1,x2,t)=(0,x1et2),forx2=1,x1(0,1).

    The rest of the boundary is assumed traction-free. Moreover, we employ the following data:

    ρ=1,μ=1,σ=1,λ=1,μv=1,σv=1,λv=1,b=1,J=1,b=1,γ=1,γv=2,a=1,κ=2,κ=1,Tf=1,

    and null initial conditions for all the variables. Taking the time discretization parameter k=0.01, in Figure 3 we plot the norm of the displacement field over the deformed mesh at final time. As expected, the bending of the body has been produced due to the applied force and the clamping boundary condition.

    Figure 3.  Example 2: Norm of the displacement over the deformed mesh at final time.

    Moreover, in Figure 4 the microrotations and the temperature are shown at final time. They have been generated by the deformation of the body, reaching the lowest (microrotations) and highest (temperature) values in its interior with a quadratic form. We also see the influence of the null boundary condition.

    Figure 4.  Example 2: Microrotations and temperature at final time.

    In conditions (2.7) we have proposed some assumptions on the constitutive constants to guarantee that the internal energy and the dissipation are positive definite. The assumptions on the coefficients λ, μ, σ, γ, α+β, μv+λv, μv+σv and σv are standard and we can find them in the book of Eringen [10]; however, we do not know any reference where the assumptions on βv, γv, αv, κ, b and κ are obtained.

    To clarify this aspect we need to impose that the matrices

    (αv+βv+γvαvαvαvαv+βv+γvαvαvαvαv+βv+γv),(αvβv12(b+κ)βvαv12(b+κ)12(b+κ)12(b+κ)κ)

    are positive definite.

    The eigenvalues of the first matrix are βv+γv and 3αv+βv+γv. Therefore, they should be positive.

    The eigenvalues of the second matrix are βv+γv and

    12(γvβv+κ±2(b+κ)2+(βv+κγv)2).

    Last two eigenvalues are positive if and only if γvβv+κ>0 and (γvβv+κ)2>2(b+κ)2+(βv+κγv)2. This last condition is equivalent to

    2κ(γvβv)>(b+κ)2.

    Thus, our conditions become κ>0 and 2κ(γvβv)>(b+κ)2.

    This paper is part of the projects PGC2018-096696-B-I00 and PID2019-105118GB-I00, funded by the Spanish Ministry of Science, Innovation and Universities and FEDER "A way to make Europe".

    The authors declare there is no conflicts of interest.



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