Numerical solution of cohesive crack problems through optimization method

1. Abstract We propose a novel approach for the analysis of cohesive crack propagation in elastic media. Unlike all existing methods that move from continuous displacement formulations that are properly enriched to handle the discontinuity, see e.g. the extended finite element method (XFEM) or the embedded discontinuity approaches, inherently discontinuous displacements and H(div,Ω) stresses in a truly mixed setting are herein proposed. The formulation, originally introduced to handle incompressible materials in plane elasticity, is herein extended to the analysis of propagating cohesive cracks in elastic media thanks to a novel variational formulation that is enriched with an interface energy term. Notably, no edge element is introduced but simply the inherent discontinuity of the displacement field is taken advantage of. Furthermore, stress flux continuity is imposed in an exact fashion within the formulation and not as an additional weak constraint as classically done. Extensive numerical simulations are presented to complete the theoretical framework. 2.

[1]  Michel Fortin,et al.  Mixed and Hybrid Finite Element Methods , 2011, Springer Series in Computational Mathematics.

[2]  R. Nascimbene,et al.  A new fixed‐point algorithm for hardening plasticity based on non‐linear mixed variational inequalities , 2003 .

[3]  T. Belytschko,et al.  Extended finite element method for cohesive crack growth , 2002 .

[4]  L. J. Sluys,et al.  A new method for modelling cohesive cracks using finite elements , 2001 .

[5]  Milan Jirásek,et al.  Embedded crack model: I. Basic formulation , 2001 .

[6]  R. de Borst,et al.  Some observations on embedded discontinuity models , 2001 .

[7]  Ronaldo I. Borja,et al.  A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation , 2000 .

[8]  M. Ortiz,et al.  FINITE-DEFORMATION IRREVERSIBLE COHESIVE ELEMENTS FOR THREE-DIMENSIONAL CRACK-PROPAGATION ANALYSIS , 1999 .

[9]  I. Babuska,et al.  The Partition of Unity Method , 1997 .

[10]  J. Oliver MODELLING STRONG DISCONTINUITIES IN SOLID MECHANICS VIA STRAIN SOFTENING CONSTITUTIVE EQUATIONS. PART 1: FUNDAMENTALS , 1996 .

[11]  F. Armero,et al.  An analysis of strong discontinuities in multiplicative finite strain plasticity and their relation with the numerical simulation of strain localization in solids , 1996 .

[12]  W. Han,et al.  On the finite element method for mixed variational inequalities arising in elastoplasticity , 1995 .

[13]  P. Benson Shing,et al.  Embedded representation of fracture in concrete with mixed finite elements , 1995 .

[14]  E. Dvorkin,et al.  Finite elements with displacement interpolated embedded localization lines insensitive to mesh size and distortions , 1990 .

[15]  J. Douglas,et al.  PEERS: A new mixed finite element for plane elasticity , 1984 .

[16]  J. C. Simo,et al.  An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids , 1993 .

[17]  A. Carpinteri Post-peak and post-bifurcation analysis of cohesive crack propagation , 1989 .