In this paper a model of finite strain viscoelasticity and its numerical integration is considered. The mechanical behaviour can be represented by the one-dimensional rheological model of Maxwell fluid which consists of an elastic spring (Hooke body) and a viscous dashpot (Newton body) connected in series. The constitutive model is formulated within the framework of nonlinear continuum mechanics and is based on the decomposition of the deformation gradient into elastic and inelastic parts. The elastic part of the model is defined by a Neo-Hookean hyperelastic relation between elastic strains and stresses. Furthermore, an incompressible flow rule for the description of viscous flow is assumed. The numerical integration of the inelastic flow rule is accomplished using the implicit integration scheme of Euler-backward method. To this end, Shutov et al. (2013) recently proposed a new closed form solution for the corresponding time stepping algorithm. The algorithm retains all favourable characteristics of the Euler-backward method. Moreover, no local iterative procedure is required which results in a highly efficient implicit time stepping scheme.
Constitutive equations of finite strain viscoelasticityWithin the framework of nonlinear continuum mechanics, different formulations of the Maxwell body exist. Among others, one famous approach is the use of internal variables based on the decomposition of the deformation gradient F = F e · F i into an elastic part F e and an inelastic part F i . This type of model is a special case of the finite strain viscoplasticity model proposed by Simo and Miehe [4]. Regarding the elastic part, a relation between elastic strains and stresses needs to be defined. Here, an isotropic hyperelastic constitutive relations of Neo-Hookean type is considered. The corresponding free energy function ψ is described by eq. (1) 1 , where I 1 (C e ) = C e ·· I is the first principle invariant of the elastic right Cauchy-Green tensor C e = F T e · F e and µ > 0 is a stiffness parameter. The evaluation of the free energy function leads to eq. (1) 2 for the 2 nd Piola-Kirchhoff stress tensor T as well as a remaining dissipation (1) 3 which has to be non-negative [3].Here, (·) = d(·)/dt is the Lagrangian (material) time derivative. Unimodular and deviatoric parts of a tensor X are denoted by X and X , respectively. Furthermore, C i = F T i · F i represents the inelastic stretch tensor of right Cauchy-Green type. In order to complete the material model, a specific ansatz for the inelastic flow rate has to be defined. In this work, the ansatz (3) with constant viscosity η > 0 has been chosen. Thereby, pure viscous and incompressible flow is assumed.2 Explicit update formula for Euler-backward methodFor the simulation of the system of constitutive equations (1) 2 and (3), a time stepping algorithm has to be employed. Towards this end, a representative time step ∆t = n+1 t − n t > 0 is regarded. In this paper, the implicit time stepping algorithm of classical Euler backward method in combination with a subs...