A New Approach to Inelastic Analysis of StructuresM. Nijhoff Publishers, 1988 - Plastic analysis (Engineering) |
Contents
GLOBAL EVOLUTION FOR THE STRUCTURE | 2-1 |
218 | 2-18 |
RESPONSE OF A STRUCTURE SUBJECTED | 3-2 |
Copyright | |
13 other sections not shown
Common terms and phrases
analysis assembly assume CALIFORNIA CALIFORNIA SAN centered Chapter compute cycle cyclic loading dashpot deduce determine deviatoric displacement dynamic el(t elastic matrix elastic response elastic shakedown EP(t equal equations evolution laws example geometry global behaviour global evolution global plastic strain Global response global strain global stress inelastic mechanisms inelastic strains Initial strain k₁ kinematically hardening material known LIBRARIES SAN DIEGO limit linear linear elastic loading path locally constructed M R(t matrix field mobile convex set modulus obtain perfectly plastic plane plastic constants plastic shakedown problem Q₁ quasi-statical regular residual stresses rheological models S₂ scalar shot-peening singular matrix slider solution strain field structural transformed parameters symmetric symmetric matrix tensor threshold transformed internal parameters Uine UNIVERSITY upper bound Velocity fields viscous volume element Y₁ Y₂ Ya₁ yield surfaces Young modulus α₂ ΑΣ ΔΣ Σ₁