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Department of Civil Engineering

Preslab - micro-computer analysis and design of prestressed concrete slabs

Abstract

dc:description.abstract

A micro-computer based package for the analysis and design of prestressed flat slabs is presented. The constant strain triangle and the discreet Kirchhoff plate bending triangle are combined to provide an efficient "shell" element. These triangles are used for the finite element analysis of prestressed flat slabs. An efficient out-of-core solver for sets of linear simultaneous equations is presented. This solver was developed especially for micro-computers. Subroutines for the design of prestressed flat slabs include the principal stresses in the top and bottom fibres of the plate, Wood/Armer moments and untensioned steel areas calculated according to Clark's recommendations. Extensive pre- and post-processing facilities are presented. Several plotting routines were developed to aid the user in his understanding of the behaviour of the structure under load and prestressing.

Degree

thesis:*
Grantor dc:publisher.institution
Department of Civil Engineering
Year dc:date.issued
1988

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Du Toit, André Johan
Advisor dc:contributor.advisor
  • Doyle, WS

Rights

Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11427/17057
OAI identifier oai:identifier
oai:open.uct.ac.za:11427/17057

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
related terms
citation

Du Toit, André Johan. Preslab - micro-computer analysis and design of prestressed concrete slabs. Department of Civil Engineering, 1988. http://hdl.handle.net/11427/17057