In this paper various inequalities are established in coupled poroplasticity. These provide upper bounds that can be computed directly for various history-dependent post-shakedown quantities. The main features of the constitutive and computational models considered are as follows: two-phase material; full saturation; piecewise linearization of yield surfaces and hardening; associativity; linear Darcy law; finite element space-discretization in Prager’s generalized variables. The results achieved are illustrated by comparative numerical tests.

Upper bounds on post-shakedown quantities in poroplasticity

COCCHETTI, GIUSEPPE;MAIER, GIULIO
2000-01-01

Abstract

In this paper various inequalities are established in coupled poroplasticity. These provide upper bounds that can be computed directly for various history-dependent post-shakedown quantities. The main features of the constitutive and computational models considered are as follows: two-phase material; full saturation; piecewise linearization of yield surfaces and hardening; associativity; linear Darcy law; finite element space-discretization in Prager’s generalized variables. The results achieved are illustrated by comparative numerical tests.
2000
Inelastic Analysis of Structures Under Variable Loads: Theory and Engineering Applications
direct methods; bounds on post-shakedown quantities; poroplasticity
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/558600
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