Loading…

A symmetric Galerkin boundary/domain element method for finite elastic deformations

The Symmetric Galerkin Boundary Element Method (SGBEM) is reformulated for problems of finite elasticity with hyperelastic material and incompressibility, using fundamental solutions related to a (fictitious) homogeneous isotropic and compressible linear elastic material. The proposed formulation co...

Full description

Saved in:
Bibliographic Details
Published in:Computer methods in applied mechanics and engineering 2000-09, Vol.189 (2), p.481-514
Main Author: Polizzotto, Castrenze
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:The Symmetric Galerkin Boundary Element Method (SGBEM) is reformulated for problems of finite elasticity with hyperelastic material and incompressibility, using fundamental solutions related to a (fictitious) homogeneous isotropic and compressible linear elastic material. The proposed formulation contains, besides the standard boundary integrals, domain integrals which account for the problem's nonlinearities through some (fictitious) initial strain and stress fields required to satisfy appropriate “consistency” equations. The boundary/domain integral equation problem so obtained is shown to admit a stationarity principle (a consequence of the Hu-Washizu one), which covers a number of particular cases, including the compressible case, as well as the fully linear case, either incompressible and compressible (so recovering known results of the literature). The continuum rate problem is also addressed and suitably discretized by boundary and domain elements. The related algebraic solving equation system is shown to exhibit symmetry and some sign definiteness features; it is formally solved in terms of the node values of the displacement gradient, the idrostatic pressure, the initial strain and stress fields, a long with the unknown boundary displacements and tractions. Details regarding the fundamental solutions and the stationarity principle are reported in three appendices at the end of the paper.
ISSN:0045-7825
1879-2138
DOI:10.1016/S0045-7825(99)00303-5