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Department of Civil Engineering

A programming approach to the solution of problems involving elastic-plastic plates

Abstract

dc:description.abstract

An extended kinematic minimum principle in classical plasticity is used as the basis for the finite element formulation of the rate problem for elastic-plastic plates. A simple algorithm is used to solve the resulting quadratic programming problem. The numerical solution of the problem is carried out in two ways: one method involves load step sizes which are scaled so that one or more gauss points just become plastic, and the other method involves load step sizes which are fixed once and for all at the outset. Examples are given and discussed.

Degree

thesis:*
Grantor dc:publisher.institution
Department of Civil Engineering
Year dc:date.issued
1982

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Mitchell, Gregory Peter
Advisor dc:contributor.advisor
  • Reddy, B Daya

Rights

Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11427/9919
OAI identifier oai:identifier
oai:open.uct.ac.za:11427/9919

Chain of custody

source
Harvested from
University of Cape Town
Base URL
open.uct.ac.za/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
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citation

Mitchell, Gregory Peter. A programming approach to the solution of problems involving elastic-plastic plates. Department of Civil Engineering, 1982. http://hdl.handle.net/11427/9919