Piecewise Linear Models for Interfaces and Mixed Mode Cohesive Cracks

Interface models mean here relationships between displacement jumps and tractions across a locus of displacement discontinuities. Frictional contact and quasi-brittle fracture interpreted by cohesive crack models are typical mechanical situations concerned by the present unifying approach. Plastic-softening multidissipative interface models are studied in piecewise linear formats, i.e. assuming linearity for yield functions, plastic potentials and relationships between static and kinematic internal variables. The properties and the pros and cons of such simplified models in a variety of formulations (fully non-holonomic in rates, holonomic and in finite steps), all mathematically described as linear complementarity problems, are comparatively investigated in view of overall analyses of structures (like e.g. concrete dams) which include joints and/or are exposed to quasibrittle fracture processes. keyword: Interface and joint models, piecewise linearisation, time-integration.

[1]  Local Unloading in Piecewise-Linear Plasticity , 1976 .

[2]  Boundary element analysis by linearized nonlinear elastic material models: an application to no-tension systems , 1988 .

[3]  G. Maier A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes , 1970 .

[4]  Giulio Maier,et al.  Symmetric boundary element method for 'discrete' crack modelling of fracture processes , 1998 .

[5]  Alberto Corigliano,et al.  Formulation, identification and use of interface models in the numerical analysis of composite delamination , 1993 .

[6]  B. Karihaloo Fracture mechanics and structural concrete , 1995 .

[7]  Giulio Maier,et al.  BIFURCATIONS AND INSTABILITIES IN FRACTURE OF COHESIVE-SOFTENING STRUCTURES: A BOUNDARY ELEMENT ANALYSIS† , 1992 .

[8]  Kazem Fakharian,et al.  Elasto‐plastic modelling of stress‐path‐dependent behaviour of interfaces , 2000 .

[9]  Alberto Corigliano,et al.  Dynamic analysis of elastoplastic softening discretized structures , 1992 .

[10]  Ignacio Carol,et al.  NORMAL/SHEAR CRACKING MODEL: APPLICATION TO DISCRETE CRACK ANALYSIS , 1997 .

[11]  M. Hassanzadeh Determination of fracture zone properties in mixed mode I and II , 1990 .

[12]  M. Elices,et al.  A general bilinear fit for the softening curve of concrete , 1994 .

[13]  G. Maier,et al.  On multiplicity of solutions in quasi-brittle fracture computations , 1997 .

[14]  S. Dirkse,et al.  The path solver: a nommonotone stabilization scheme for mixed complementarity problems , 1995 .

[16]  Zenon Mróz,et al.  AN INTERFACE MODEL FOR ANALYSIS OF DEFORMATION BEHAVIOUR OF DISCONTINUITIES , 1996 .

[17]  G. Maier,et al.  Energy properties of solutions to quasi-brittle fracture mechanics problems with piecewise linear cohesive crack models , 2000 .

[18]  David Lloyd Smith,et al.  Mathematical programming methods in structural plasticity , 1990 .

[19]  C. Chow,et al.  Damage Analysis for Mixed Mode Crack Initiation , 2000 .

[20]  Xiaopeng Xu,et al.  Numerical simulations of fast crack growth in brittle solids , 1994 .

[21]  Francis Tin-Loi A Yield Surface Linearization Procedure in Limit Analysis , 1990 .

[22]  M. T. Ahmadi,et al.  A discrete crack joint model for nonlinear dynamic analysis of concrete arch dam , 2001 .

[23]  P. Benson Shing,et al.  Interface Model Applied to Fracture of Masonry Structures , 1994 .

[24]  Gautam Mitra,et al.  An enumerative method for the solution of linear complementarity problems , 1988 .