On the conformity of strong, regularized, embedded and smeared discontinuity approaches for the modeling of localized failure in solids

Abstract Once strain localization occurs in softening solids, inelastic loading behavior is restricted within a narrow band while the bulk unloads elastically. Accordingly, localized failure in solids can be approached by embedding or smearing a traction-based inelastic discontinuity (band) within an (equivalent) elastic matrix along a specific orientation. In this context, the conformity of the strong/regularized and embedded/smeared discontinuity approaches are investigated, regarding the strategies dealing with the kinematics and statics. On one hand, the traction continuity condition imposed in weak form results in the strong and regularized discontinuity approaches, with respect to the approximation of displacement and strain discontinuities. In addition to the elastic bulk, consistent plastic-damage cohesive models for the discontinuities are established. The conformity between the strong discontinuity approach and its regularized counterpart is shown through the fracture energy analysis. On the other hand, the traction continuity condition can also be enforced point-wisely in strong form so that the standard principle of virtual work applies. In this case, the static constraint resulting from traction continuity can be used to eliminate the kinematic variable associated with the discontinuity (band) at the material level. This strategy leads to embedded and smeared discontinuity models for the overall weakened solid which can also be cast into the elastoplastic degradation framework with a different kinematic decomposition. Being equivalent to the kinematic constraint guaranteeing stress continuity upon strain localization, Mohr’s maximization postulate is adopted for the determination of the discontinuity orientation. Closed-form results are presented in plane stress conditions, with the classical Rankine, Mohr–Coulomb, von Mises and Drucker–Prager criteria as illustrative examples. The orientation of the discontinuity (band) and the stress-based failure criteria consistent with the given traction-based counterparts are derived. Finally, a generic failure criterion of either elliptic, parabolic or hyperbolic type, appropriate for the modeling of mixed-mode failure, is analyzed in a unified manner. Furthermore, a novel method is proposed to calibrate the involved mesoscopic parameters from available macroscopic test data, which is then validated against Willam’s numerical test.

[1]  M. Gurtin,et al.  Thermodynamics with Internal State Variables , 1967 .

[2]  J. Oliver MODELLING STRONG DISCONTINUITIES IN SOLID MECHANICS VIA STRAIN SOFTENING CONSTITUTIVE EQUATIONS. PART 2: NUMERICAL SIMULATION , 1996 .

[3]  J. Oliver,et al.  Strong discontinuities and continuum plasticity models: the strong discontinuity approach , 1999 .

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

[5]  Z. Bažant,et al.  Crack band theory for fracture of concrete , 1983 .

[6]  Jian-Ying Wu,et al.  Extended embedded finite elements with continuous displacement jumps for the modeling of localized failure in solids , 2015 .

[7]  B. Kröplin,et al.  Classification of smeared crack models based on material and structural properties , 1998 .

[8]  Y. R. Rashid,et al.  Ultimate strength analysis of prestressed concrete pressure vessels , 1968 .

[9]  E. Ramm,et al.  Failure analysis of elasto-plastic material models on different levels of observation , 2000 .

[10]  Kenneth Runesson,et al.  Fracture and Slip of Interfaces in Cementitious Composites. II: Implementation , 1993 .

[11]  Sergio Oller,et al.  A general framework for continuum damage models. I. Infinitesimal plastic damage models in stress space , 2000 .

[12]  Kenneth Runesson,et al.  Discontinuous bifurcations of elastic-plastic solutions at plane stress and plane strain , 1991 .

[13]  Mikhail Itskov,et al.  Tensor Algebra and Tensor Analysis for Engineers , 2009, Mathematical Engineering.

[14]  J. Rice,et al.  A note on some features of the theory of localization of deformation , 1980 .

[15]  Thomas Most,et al.  Energy‐based simulation of concrete cracking using an improved mixed‐mode cohesive crack model within a meshless discretization , 2007 .

[16]  K. Willam,et al.  Localization within the Framework of Micropolar Elasto-Plasticity , 1991 .

[17]  J. Oliver On the discrete constitutive models induced by strong discontinuity kinematics and continuum constitutive equations , 2000 .

[18]  R. Hill Acceleration waves in solids , 1962 .

[19]  Ted Belytschko,et al.  A finite element method for crack growth without remeshing , 1999 .

[20]  J. Rice,et al.  CONDITIONS FOR THE LOCALIZATION OF DEFORMATION IN PRESSURE-SENSITIVE DILATANT MATERIALS , 1975 .

[21]  Umberto Perego,et al.  Fracture energy based bi-dissipative damage model for concrete , 2001 .

[22]  M. Ortiz,et al.  Computational modelling of impact damage in brittle materials , 1996 .

[23]  Discontinuous bifurcations in a nonassociated Mohr material , 1991 .

[24]  D. S. Dugdale Yielding of steel sheets containing slits , 1960 .

[25]  Jian-Ying Wu,et al.  Unified analysis of enriched finite elements for modeling cohesive cracks , 2011 .

[26]  N. S. Ottosen,et al.  Properties of discontinuous bifurcation solutions in elasto-plasticity , 1991 .

[27]  J. Dougill,et al.  On stable progressively fracturing solids , 1976 .

[28]  T. Thomas Plastic Flow and Fracture in Solids , 1958 .

[29]  W. D. Keller,et al.  Constitutive Equations for Engineering Mateials, Vol. Elasticity and Modeling , 1983 .

[30]  Gene H. Golub,et al.  Matrix computations , 1983 .

[31]  Egidio Rizzi,et al.  On the formulation of anisotropic elastic degradation.: II. Generalized pseudo-Rankine model for tensile damage , 2001 .

[32]  D. Ngo,et al.  Finite Element Analysis of Reinforced Concrete Beams , 1967 .

[33]  L. E. Malvern Introduction to the mechanics of a continuous medium , 1969 .

[34]  G. I. Barenblatt The formation of equilibrium cracks during brittle fracture. General ideas and hypotheses. Axially-symmetric cracks , 1959 .

[35]  I. Rosenthal,et al.  Strength of Plain Concrete Under Biaxial Stress , 1970 .

[36]  K. Willam,et al.  Fundamental Issues of Smeared Crack Models , 1989 .

[37]  J. C. Simo,et al.  Strain- and stress-based continuum damage models—I. Formulation , 1987 .

[38]  Michael Ortiz,et al.  A constitutive theory for the inelastic behavior of concrete , 1985 .

[39]  Roman Lackner,et al.  An anisotropic elastoplastic‐damage model for plain concrete , 1998 .

[40]  Egidio Rizzi,et al.  A unified theory of elastic degradation and damage based on a loading surface , 1994 .

[41]  P. Krysl,et al.  Finite element simulation of ring expansion and fragmentation: The capturing of length and time scales through cohesive models of fracture , 1999 .

[42]  Johan Blaauwendraad,et al.  Smeared Crack Approach and Fracture Localization in Concrete , 1985 .

[43]  T. Stankowski,et al.  FRACTURE AND SLIP OF INTERFACES IN CEMENTITIOUS COMPOSITES. I: CHARACTERISTICS , 1993 .

[44]  Miguel Cervera,et al.  Strain localization and failure mechanics for elastoplastic damage solids , 2014 .

[45]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[46]  M. Cervera An orthotropic mesh corrected crack model , 2008 .

[47]  G. Maier,et al.  Incremental boundary value problems in the presence of coupling of elastic and plastic deformations: A rock mechanics oriented theory , 1977 .

[48]  Jörn Mosler,et al.  On advanced solution strategies to overcome locking effects in strong discontinuity approaches , 2005 .

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

[50]  R. Hill A general theory of uniqueness and stability in elastic-plastic solids , 1958 .

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

[52]  Jian-Ying Wu,et al.  An augmented multicrack elastoplastic damage model for tensile cracking , 2011 .

[53]  Egidio Rizzi,et al.  On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate , 2001 .

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

[55]  Francisco Armero,et al.  An analysis of strong discontinuities in a saturated poro-plastic solid , 1999 .

[56]  Wai-Fah Chen,et al.  Constitutive equations for engineering materials , 1994 .

[57]  J. Rots Computational modeling of concrete fracture , 1988 .

[58]  Ulf Ohlsson,et al.  Mixed-mode fracture and anchor bolts in concrete analysis with inner softening bands , 1997 .

[59]  G. I. Barenblatt THE MATHEMATICAL THEORY OF EQUILIBRIUM CRACKS IN BRITTLE FRACTURE , 1962 .

[60]  Yasuhiro Ohtani,et al.  Multiple Hardening Plasticity for Concrete Materials , 1988 .

[61]  Miguel Cervera,et al.  Benchmarking on bifurcation and localization in J2 plasticity for plane stress and plane strain conditions , 2012 .

[62]  Milan Jirásek,et al.  Comparative study on finite elements with embedded discontinuities , 2000 .

[63]  F. Armero,et al.  Large‐scale modeling of localized dissipative mechanisms in a local continuum: applications to the numerical simulation of strain localization in rate‐dependent inelastic solids , 1999 .

[64]  M. Cervera,et al.  A smeared‐embedded mesh‐corrected damage model for tensile cracking , 2008 .

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

[66]  J. Blaauwendraad,et al.  Crack Models for Concrete, Discrete or Smeared? Fixed, Multi-Directional or Rotating? , 1989 .

[67]  Jian-Ying Wu,et al.  Reconsideration on the elastic damage/degradation theory for the modeling of microcrack closure-reopening (MCR) effects , 2013 .