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MODELLING THE SEPARATION OF PHYSICALLY NONLINEAR MATERIAL FROM THE INCLUSIONS BY BEM

Published/Copyright: March 1, 1994
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Journal of the Mechanical Behavior of Materials
From the journal Journal of the Mechanical Behavior of Materials Volume 5 Issue 2

Published Online: 1994-03

©2011 by Walter de Gruyter GmbH & Co.

Articles in the same Issue

  1. TABLE OF CONTENTS
  2. KINEMATICS OF PLASTICITY RELATED TO THE STATE AND EVOLUTION OF THE MATERIAL MICROSTRUCTURE
  3. MODELLING THE SEPARATION OF PHYSICALLY NONLINEAR MATERIAL FROM THE INCLUSIONS BY BEM
  4. Shear banding in fourth order gradient plasticity
  5. FRACTURE MECHANICS FOR STATICALLY LOADED STRUCTURES
  6. ON THE ROLE OF STRAIN NON-UNIFORMITIES
  7. FEM STUDY ON THE ACCOMMODATION PARAMETER IN SELF-CONSISTENT MODEL OF POLYCRYSTAL
  8. CONTROLLABILITY OF THE INCREMENTAL RESPONSE OF SOIL SPECIMENS SUBJECTED TO ARBITRARY LOADING PROGRAMMES
  9. EIGENVALUE METHOD IN STABILITY ANALYSIS OF JOINTED ROCK MASS
https://doi.org/10.1515/JMBM.1994.5.2.129
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BY-NC-ND 3.0

Articles in the same Issue

  1. TABLE OF CONTENTS
  2. KINEMATICS OF PLASTICITY RELATED TO THE STATE AND EVOLUTION OF THE MATERIAL MICROSTRUCTURE
  3. MODELLING THE SEPARATION OF PHYSICALLY NONLINEAR MATERIAL FROM THE INCLUSIONS BY BEM
  4. Shear banding in fourth order gradient plasticity
  5. FRACTURE MECHANICS FOR STATICALLY LOADED STRUCTURES
  6. ON THE ROLE OF STRAIN NON-UNIFORMITIES
  7. FEM STUDY ON THE ACCOMMODATION PARAMETER IN SELF-CONSISTENT MODEL OF POLYCRYSTAL
  8. CONTROLLABILITY OF THE INCREMENTAL RESPONSE OF SOIL SPECIMENS SUBJECTED TO ARBITRARY LOADING PROGRAMMES
  9. EIGENVALUE METHOD IN STABILITY ANALYSIS OF JOINTED ROCK MASS
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