A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization
type: Item
instance of: scholarly article
title: A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization
zbMATH Open document ID: 0852.73051
DOI: 10.1016/0045-7825(94)00720-8
author: Ronaldo I. Borja
author: Enrique Alarcón
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 1996-11-24T00:00:00Z
review text: A mathematical formulation for finite strain elastoplastic consolidation of fully saturated soil media is presented. Strong and weak forms of the boundary value problem are derived using both the material and spatial descriptions. The algorithmic treatment of finite strain elastoplasticity for the solid phase is based on multiplicative decomposition and is coupled with the algorithm for fluid flow via the Kirchhoff pore water pressure. Balance laws are written for the soil-water mixture following the motion of the soil matrix alone.
Mathematics Subject Classification ID: 74L10
Mathematics Subject Classification ID: 74C15
Mathematics Subject Classification ID: 74C20
zbMATH DE Number: 881093
zbMATH Keywords: fully saturated soil
zbMATH Keywords: boundary value problem
zbMATH Keywords: multiplicative decomposition
zbMATH Keywords: Kirchhoff pore water pressure
zbMATH Keywords: soil-water mixture
MaRDI profile type: Publication
full work available at URL: 0045-7825(94)00720-8
OpenAlex ID: W1975881347
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description: scientific article; zbMATH DE number 881093