Notice bibliographique
- Notice
Type(s) de contenu et mode(s) de consultation : Texte noté : électronique
Auteur(s) : Yu, Hai-Sui
Titre(s) : Plasticity and geotechnics [Texte électronique] / by Hai-Sui Yu.
Publication : New York, N.Y. : Springer-Verlag, cop. 2006
Description matérielle : 1 ressource dématérialisée
Collection : Advances in mechanics and mathematics ; v. 13
Note(s) : Includes bibliographical references and index
Introduction -- Elements of continuum mechanics -- Foundations of the theory of plasticity
-- General elastic-plastic theorems -- Perfect plasticity -- Isotropic hardening and
critical state theory -- Multi-surface and bounding surface plasticity -- Non-coaxial
plasticity -- Plasticity without a prior yield criterion -- Rigorous analysis of elastic-plastic
problems -- Slip line analysis -- Limit analysis -- Shakedown analysis -- Finite element
analysis
Sujet(s) : Sols -- Plasticité
Mécanique des sols
Indice(s) Dewey :
624.151 36 (23e éd.) = Mécanique des sols (géotechnique)
Identifiants, prix et caractéristiques : ISBN 9780387335995
Identifiant de la notice : ark:/12148/cb44642346h
Notice n° :
FRBNF44642346
(notice reprise d'un réservoir extérieur)
Table des matières : PART I: FUNDAMENTALS ; 1. INTRODUCTION ; Scope and Aims ; A Brief Historical Outline
; Elastic-plastic stress-strain relations ; Plastic solution techniques ; Continuum
Versus Discrete Approaches ; Sign Conventions ; References ; 2. ELEMENTS OF CONTINUUM
MECHANICS ; Introduction ; Stress State and Equilibrium ; Two-dimensional elements
; Three-dimensional elements ; Strain and Compatibility ; Two-dimensional elements
; Three-dimensional elements ; Elastic Stress-Strain Relations ; Plane stress conditions
; Plane strain conditions ; Three-dimensional conditions ; Summary ; References
; 3. FOUNDATIONS OF THE THEORY OF PLASTICITY ; Introduction ; Yield Criterion ;
Plastic Potential and Plastic Flow Rule ; Principle of Maximum Plastic Work ; Strain
Hardening and Perfect Plasticity ; Drucker's Stability Postulate ; Isotropic and
Kinematic Hardening ; Isotropic hardening ; Kinematic hardening ; Mixed hardening
; General Stress-Strain Relations ; Isotropi
7. MULTI-SURFACE AND BOUNDING SURFACE PLASTICITY ; Introduction ; The Multi-Surface
Concept ; One-dimensional loading and unloading ; General loading ; Multi-Surface
Plasticity Models for Soils ; Total stress multi-surface modelling of undrained clay
; Multi-surface modelling of frictional soils ; The Bounding Surface Concept ;
Bounding Surface Models for Soils ; Two surface kinematic hardening formulation for
clay ; Radial mapping formulation of bounding surface plasticity ; Bounding surface
formulation for clay with three surfaces ; Unified Bounding Surface Model ; Bounding
surface formulation for monotonic loading ; CASM-b ; Bounding surface formulation
for cyclic loading ; CASM-c ; Performance of CASM-c for simulating cyclic triaxial
tests ; References ; 8. NON-COAXIAL PLASTICITY ; Introduction ; Evidence of non-coaxial
soil behaviour ; Simple shear ; Torsional shear in hollow cylinder apparatus ;
DEM simulation of simple shear of a granular assembly ;
13. SHAKEDOWN ANALYSIS ; Introduction ; The Concept and Theorems of Shakedown ;
Simple illustration of the concept of shakedown ; The lower and upper bound theorems
of shakedown ; Shakedown of Rolling and Sliding Line Contacts ; Elastic stress fields
; Shakedown solutions in Tresca materials ; Shakedown solutions in Mohr-Coulomb
materials ; Shakedown of Rolling and Sliding Point Contacts ; Problem definition
of a point contact ; The elastic stress field caused by a Hertz stress distribution
; The residual stress field and static shakedown condition ; Numerical results and
discussion ; Shakedown Analysis Using Linear Programming ; Finite element formulation
; Numerical application to shakedown analysis of pavements ; Shakedown Analysis
Using Nonlinear Programming ; Shakedown analysis for a general yield criterion ;
Finite element approximation of velocity fields ; The iterative solution algorithm
; References ; 14. FINITE ELEMENT ANALYSIS ; Introduction ; Proc
