Load distribution in edge-stiffening beam of a simply supported bridge deck

This study involves two distinct methods for analysis of a simply supported bridge deck with or without edge-stiffening beam and the effect of edge-stiffening on the longitudinal and transverse moments along the deck. An analysis of a slab bridge with or without edge-stiffening beams is made and the...

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Main Author:	Kusuma, Iwan Permadi
Format:	Thesis
Language:	English
Published:	2005
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/4585/1/IwanPermadiKusumaMFKA2005.pdf
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id	my-utm-ep.4585
record_format	uketd_dc
spelling	my-utm-ep.45852018-02-26T06:12:09Z Load distribution in edge-stiffening beam of a simply supported bridge deck 2005-03 Kusuma, Iwan Permadi TA Engineering (General). Civil engineering (General) This study involves two distinct methods for analysis of a simply supported bridge deck with or without edge-stiffening beam and the effect of edge-stiffening on the longitudinal and transverse moments along the deck. An analysis of a slab bridge with or without edge-stiffening beams is made and the result obtained from LUSAS programs (Finite Element Method) are compared with those derived theoretically (Load Distribution Method). The analysis considered HB loading acting on deck bridge. The analysis is confined to the case where the effective depth of the bridge is constant between the edge-stiffening. The degree of accuracy to be expected from the theoretical analysis and the difference in the longitudinal and transverse bending moment due to the effect of edge-stiffening beams are estimated. Part of the analysis for the above problems involves the determination of longitudinal moment in the corner or edge-stiffening beam. 2005-03 Thesis http://eprints.utm.my/id/eprint/4585/ http://eprints.utm.my/id/eprint/4585/1/IwanPermadiKusumaMFKA2005.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Kusuma, Iwan Permadi Load distribution in edge-stiffening beam of a simply supported bridge deck
description	This study involves two distinct methods for analysis of a simply supported bridge deck with or without edge-stiffening beam and the effect of edge-stiffening on the longitudinal and transverse moments along the deck. An analysis of a slab bridge with or without edge-stiffening beams is made and the result obtained from LUSAS programs (Finite Element Method) are compared with those derived theoretically (Load Distribution Method). The analysis considered HB loading acting on deck bridge. The analysis is confined to the case where the effective depth of the bridge is constant between the edge-stiffening. The degree of accuracy to be expected from the theoretical analysis and the difference in the longitudinal and transverse bending moment due to the effect of edge-stiffening beams are estimated. Part of the analysis for the above problems involves the determination of longitudinal moment in the corner or edge-stiffening beam.
format	Thesis
qualification_level	Master's degree
author	Kusuma, Iwan Permadi
author_facet	Kusuma, Iwan Permadi
author_sort	Kusuma, Iwan Permadi
title	Load distribution in edge-stiffening beam of a simply supported bridge deck
title_short	Load distribution in edge-stiffening beam of a simply supported bridge deck
title_full	Load distribution in edge-stiffening beam of a simply supported bridge deck
title_fullStr	Load distribution in edge-stiffening beam of a simply supported bridge deck
title_full_unstemmed	Load distribution in edge-stiffening beam of a simply supported bridge deck
title_sort	load distribution in edge-stiffening beam of a simply supported bridge deck
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2005
url	http://eprints.utm.my/id/eprint/4585/1/IwanPermadiKusumaMFKA2005.pdf
_version_	1747814536059027456

Load distribution in edge-stiffening beam of a simply supported bridge deck

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