Stress-point algorithm for a pressure-sensitive multiple-yield-surface plasticity theory
Year: 1982
Type: report
Abstract: A pressure-sensitive multiple-yield-surface plasticity theory is presented for application to the multi-dimensional cyclic response of soil media. A stress-point numerical algorithm is developed as the basis of a computer module designed to interface with large-scale finite element computer programs used at LLNL.
DOI: 10.2172/5203698
Author: T Hughes
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: green
OpenAlex ID: W2286238988