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Department of Civil Engineering

An investigation into the prediction of thermal and stress distributions set up during welding using finite-element analysis

Abstract

dc:description.abstract

During the welding process, thermal and stress distributions are set up in the workpiece. These thermal stresses are recognized as among the most important factors affecting the weldability of steels, producing distortion and cracking in weldments. This thesis examines the history and theory of the welding process, including the mathematical and finite-element theory of heat conduction. Using simple models, the finite-element method is also compared with theoretical Fourier analysis solutions. In addition, a complex: two-dimensional finite-element thermal and stress analysis of the welding process is performed, in which a thermo-elasticplastic finite-element model is used to predict the longitudinal welding stresses perpendicular to the weld. In this model, the weld is represented simply as a high temperature load acting at a predetermined position for a particular time interval. The metallurgical phase transformations and work hardening effects are ignored. The predictions from the finite-element analysis are then compared with experimental data obtained from a welding test.

Degree

thesis:*
Grantor dc:publisher.institution
Department of Civil Engineering
Year dc:date.issued
1984

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Kesler, David Jonathan
Advisor dc:contributor.advisor
  • Doyle, WS

Rights

Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11427/22389
OAI identifier oai:identifier
oai:open.uct.ac.za:11427/22389

Chain of custody

source
Harvested from
University of Cape Town
Base URL
open.uct.ac.za/oai/request
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
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citation

Kesler, David Jonathan. An investigation into the prediction of thermal and stress distributions set up during welding using finite-element analysis. Department of Civil Engineering, 1984. http://hdl.handle.net/11427/22389