Finite element methods for the analysis of strong discontinuities in coupled poro-plastic media

This paper presents the formulation of finite element methods for the numerical resolution of strong discontinuities in poro-plastic solids. Fully coupled infinitesimal conditions are considered. These solutions are characterized by a discontinuous displacement field, with the associated singular strains, and a singular distribution of the fluid content. Here, singular distributions refer to Dirac delta functions. The singular component of the fluid content distribution models the fluid accumulated per unit area of the discontinuity surface, and it is directly related with the dilatancy characterizing singular inelastic strains localized along such a surface. It further accounts for a discontinuous fluid flow vector, given by Darcy's law in terms of a continuous pore pressure field. All these considerations are incorporated in the proposed finite element methods through a local enhancement of the finite element interpolations as these discontinuities appear. The local character of these interpolations lead after the static condensation of the enhanced fields to a large-scale problem exhibiting the same structure as common finite element models of the global poro-plastic problem, but incorporating now crucially the localized dissipative effects characteristic of the localized failures. Several numerical simulations are presented to evaluate the performance of the proposed methods.

[1]  R. Larsson,et al.  Finite-element analysis of localization of deformation and fluid pressure in an elastoplastic porous medium , 2000 .

[2]  K. Runesson,et al.  Effect of pore fluid compressibility on localization in elastic-plastic porous solids under undrained conditions , 1996 .

[3]  M. Biot General Theory of Three‐Dimensional Consolidation , 1941 .

[4]  Francisco Armero,et al.  On the characterization of localized solutions in inelastic solids: an analysis of wave propagation in a softening bar , 2001 .

[5]  P. Steinmann,et al.  A finite element formulation for strong discontinuities in fluid‐saturated porous media , 1999 .

[6]  K. Runesson,et al.  Embedded localization band in undrained soil based on regularized strong discontinuity theory and FE-analysis , 1996 .

[7]  Robert L. Taylor,et al.  Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems☆ , 1993 .

[8]  Jonas Larsson,et al.  Localization Analysis of a Fluid Saturated Elastoplastic Porous Medium Using Regularized Discontinuities , 2000 .

[9]  Olivier Coussy,et al.  Mechanics of porous continua , 1995 .

[10]  Bernard Schrefler,et al.  An interal length scale in dynamic strain localization of multiphase porous media , 1999 .

[11]  C. Callari,et al.  The application of a strong-discontinuity FEM to the analysis of strain localization induced by underground openings , 2002 .

[12]  John R. Rice,et al.  On the Stability of Dilatant Hardening for Saturated Rock Masses , 1975 .

[13]  Jean-Herve Prevost,et al.  Dynamic Strain Localization in Fluid‐Saturated Porous Media , 1991 .

[14]  Richard A. Regueiro,et al.  Strain localization in frictional materials exhibiting displacement jumps , 2001 .

[15]  J. C. Simo,et al.  A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES , 1990 .

[16]  J. Z. Zhu,et al.  The finite element method , 1977 .

[17]  Joshua Kiddy K. Asamoah,et al.  Fractal–fractional age-structure study of omicron SARS-CoV-2 variant transmission dynamics , 2022, Partial Differential Equations in Applied Mathematics.

[18]  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 .

[19]  D. Sterpi,et al.  An analysis of geotechnical problems involving strain softening effects , 1999 .

[20]  I. Vardoulakis Deformation of water-saturated sand: I. uniform undrained deformation and shear banding , 1996 .

[21]  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 .

[22]  I. G. Vardoulakis,et al.  Plane-strain compression experiments on water-saturated fine-grained sand , 1991 .

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

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

[25]  R. Hill The mathematical theory of plasticity , 1950 .

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

[27]  Bernhard A. Schrefler,et al.  Shear band localization in saturated porous media , 1995 .

[28]  I. Stakgold Green's Functions and Boundary Value Problems , 1979 .

[29]  Günther Meschke,et al.  3D FE ANALYSIS OF CRACKS BY MEANS OF THE STRONG DISCONTINUITY APPROACH , 2000 .

[30]  Wai-Fah Chen Plasticity in reinforced concrete , 1982 .

[31]  Bernard Schrefler,et al.  Uniqueness and localization analysis of elastic-plastic saturated porous media , 2001 .

[32]  Jacques Desrues,et al.  Strain localization measurements in undrained plane-strain biaxial tests on Hostun RF sand , 1999 .