Finite cross section analysis for externally prestressed beams at ultimate flexure limit state

This study presents the results of an analytical investigation of the strength a structural behaviour of concrete beam members prestressed with external tendons at ultimate limit state. The analysis of a beam member prestressed with external tendons that is subjected to loading up to their ultimate...

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Bibliographic Details
Main Author:	Lelly, Marini
Format:	Thesis
Language:	English
Published:	2005
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf
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id	my-unimas-ir.517
record_format	uketd_dc
spelling	my-unimas-ir.5172023-03-09T02:38:51Z Finite cross section analysis for externally prestressed beams at ultimate flexure limit state 2005 Lelly, Marini TA Engineering (General). Civil engineering (General) This study presents the results of an analytical investigation of the strength a structural behaviour of concrete beam members prestressed with external tendons at ultimate limit state. The analysis of a beam member prestressed with external tendons that is subjected to loading up to their ultimate behaviour is more difficult than those internal bonded tendons. Universiti Malaysia Sarawak, UNIMAS 2005 Thesis http://ir.unimas.my/id/eprint/517/ http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf text en validuser masters Universiti Malaysia Sarawak (UNIMAS) Faculty of Engineering
institution	Universiti Malaysia Sarawak
collection	UNIMAS Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Lelly, Marini Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
description	This study presents the results of an analytical investigation of the strength a structural behaviour of concrete beam members prestressed with external tendons at ultimate limit state. The analysis of a beam member prestressed with external tendons that is subjected to loading up to their ultimate behaviour is more difficult than those internal bonded tendons.
format	Thesis
qualification_level	Master's degree
author	Lelly, Marini
author_facet	Lelly, Marini
author_sort	Lelly, Marini
title	Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_short	Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_full	Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_fullStr	Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_full_unstemmed	Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_sort	finite cross section analysis for externally prestressed beams at ultimate flexure limit state
granting_institution	Universiti Malaysia Sarawak (UNIMAS)
granting_department	Faculty of Engineering
publishDate	2005
url	http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf
_version_	1783727893060255744

Finite cross section analysis for externally prestressed beams at ultimate flexure limit state

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