Phase field modeling of fracture in rubbery polymers. Part I: Finite elasticity coupled with brittle failure

被引:209
作者
Miehe, Christian [1 ]
Schaenzel, Lisa-Marie [1 ]
机构
[1] Univ Stuttgart, Inst Appl Mech CE, Chair 1, D-10550 Stuttgart, Germany
关键词
Rubbery polymers; Fracture; Phase field modeling; Finite strain; Coupled multi-field problem; SOFTENING CONSTITUTIVE-EQUATIONS; CRACK-PROPAGATION; STRONG DISCONTINUITIES; DYNAMIC FRACTURE; SOLID MECHANICS; TUBE-MODEL; STRAIN; RUPTURE; DAMAGE; STRENGTH;
D O I
10.1016/j.jmps.2013.06.007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work presents a new phase field model for rate-independent crack propagation in rubbery polymers at large strains and considers details of its numerical implementation. The approach accounts for micro-mechanically based features of both the elastic bulk response as well as the crack toughness of idealized polymer networks. The proposed diffusive crack modeling based on the introduction of a crack phase field overcomes difficulties associated with the computational realization of sharp crack discontinuities, in particular when it comes to complex crack topologies. The crack phase field governs a crack density function, which describes the macroscopic crack surface in the polymer per unit of the reference volume. It provides the basis for the constitutive modeling of a degrading free energy storage and a crack threshold function with a Griffith-type critical energy release rate, that governs the crack propagation in the polymer. Both the energy storage as well as the critical energy release due to fracture can be related to classical statistical network theories of polymers. The proposed framework of diffusive fracture in polymers is formulated in terms of a rate-type variational principle that determines the evolution of the coupled primary variable fields, i.e. the deformation field and the crack phase field. On the computational side, we outline a staggered solution procedure based on a one-pass operator split of the coupled equations, that successively updates in a typical time step the crack phase field and the displacement field. Such a solution algorithm is extremely robust, easy to implement and ideally suited for engineering problems. We finally demonstrate the performance of the phase field formulation of fracture at large strains by means of representative numerical examples. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:93 / 113
页数:21
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