Parasitic moment effect for the three spans continuous prestressed concrete bridge

In the analysis of a continuous prestressed concrete bridge, Dead Load (selfweight of bridge), Superimposed Dead Load (Surfacing and Parapet) and Live Load (HA, HB or combined) are considered as major loadings for bridge structure. However, there are other factors that should be considered in the an...

Full description

Saved in:

Bibliographic Details
Main Author:	Salim, Siti Sarah
Format:	Thesis
Language:	English
Published:	2014
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/40555/1/SitiSarahSalimMFKA2014.pdf
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my-utm-ep.40555
record_format	uketd_dc
spelling	my-utm-ep.405552017-09-11T06:10:18Z Parasitic moment effect for the three spans continuous prestressed concrete bridge 2014-01 Salim, Siti Sarah TA Engineering (General). Civil engineering (General) In the analysis of a continuous prestressed concrete bridge, Dead Load (selfweight of bridge), Superimposed Dead Load (Surfacing and Parapet) and Live Load (HA, HB or combined) are considered as major loadings for bridge structure. However, there are other factors that should be considered in the analysis such as Parasitic Moment. The effect from parasitic moment can contribute a significant value in designing a continuous prestressed concrete bridge. This study focuses on the effect of parasitic moment for a three spans continuous prestressed concrete bridge. An analysis of a continuous bridge using Staad Pro software is carried out to determine the parasitic moments of the bridge. The parasitic moments obtained from Staad Pro are slightly higher compared to the parasitic moments from Adapt software with a difference less than 10 percent. The parasitic moment is sagging throughout the whole bridge and the maximum moment is at the second span. A positive value of the parasitic moment will increase the value of the sagging moment at the mid span but will reduce the hogging moment at the support. For the case when parasitic moment effect is considered, the stress at bottom of beam is lower than the stress at top of beam. Whereas, the situation is reverse for the case when parasitic moment effect is not considered. If the same dead load, superimposed dead load and live load proportions are to be considered, the resultant stress at bottom of the beam will exceed the tensile stress limit when the parasitic moment proportion is more than 55% of the total moment. Hence, the parasitic moment effect should be considered in the design of a continuous prestressed concrete bridge especially when it comes to the value of moment at the mid span of the bridge. 2014-01 Thesis http://eprints.utm.my/id/eprint/40555/ http://eprints.utm.my/id/eprint/40555/1/SitiSarahSalimMFKA2014.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) Salim, Siti Sarah Parasitic moment effect for the three spans continuous prestressed concrete bridge
description	In the analysis of a continuous prestressed concrete bridge, Dead Load (selfweight of bridge), Superimposed Dead Load (Surfacing and Parapet) and Live Load (HA, HB or combined) are considered as major loadings for bridge structure. However, there are other factors that should be considered in the analysis such as Parasitic Moment. The effect from parasitic moment can contribute a significant value in designing a continuous prestressed concrete bridge. This study focuses on the effect of parasitic moment for a three spans continuous prestressed concrete bridge. An analysis of a continuous bridge using Staad Pro software is carried out to determine the parasitic moments of the bridge. The parasitic moments obtained from Staad Pro are slightly higher compared to the parasitic moments from Adapt software with a difference less than 10 percent. The parasitic moment is sagging throughout the whole bridge and the maximum moment is at the second span. A positive value of the parasitic moment will increase the value of the sagging moment at the mid span but will reduce the hogging moment at the support. For the case when parasitic moment effect is considered, the stress at bottom of beam is lower than the stress at top of beam. Whereas, the situation is reverse for the case when parasitic moment effect is not considered. If the same dead load, superimposed dead load and live load proportions are to be considered, the resultant stress at bottom of the beam will exceed the tensile stress limit when the parasitic moment proportion is more than 55% of the total moment. Hence, the parasitic moment effect should be considered in the design of a continuous prestressed concrete bridge especially when it comes to the value of moment at the mid span of the bridge.
format	Thesis
qualification_level	Master's degree
author	Salim, Siti Sarah
author_facet	Salim, Siti Sarah
author_sort	Salim, Siti Sarah
title	Parasitic moment effect for the three spans continuous prestressed concrete bridge
title_short	Parasitic moment effect for the three spans continuous prestressed concrete bridge
title_full	Parasitic moment effect for the three spans continuous prestressed concrete bridge
title_fullStr	Parasitic moment effect for the three spans continuous prestressed concrete bridge
title_full_unstemmed	Parasitic moment effect for the three spans continuous prestressed concrete bridge
title_sort	parasitic moment effect for the three spans continuous prestressed concrete bridge
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2014
url	http://eprints.utm.my/id/eprint/40555/1/SitiSarahSalimMFKA2014.pdf
_version_	1747816557912784896

Parasitic moment effect for the three spans continuous prestressed concrete bridge

Similar Items