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Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates

A precast, prestressed concrete girder with circular web openings allows building service systems (mechanical, electrical, communications, and plumbing) to cross the girder line within the memberpsilas depth, reducing a buildingpsilas floor -to-floor height and the overall height of the structure. T...

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Main Authors: Cheng, Hock Tian, Bashar, S. Mohammed, Kamal Nasharuddin, Mustapha
Format: Conference or Workshop Item
Language:English
Published: IEEE 2009
Subjects:
TA Engineering (General). Civil engineering (General)
TH Building construction
Online Access:http://umpir.ump.edu.my/id/eprint/28124/1/Interaction%20diagram%20in%20finite%20element%20analysis%20of%20deflection%20.pdf
http://umpir.ump.edu.my/id/eprint/28124/
https://doi.org/10.1109/ICIC.2009.92
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spelling my.ump.umpir.281242020-05-05T07:20:17Z http://umpir.ump.edu.my/id/eprint/28124/ Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates Cheng, Hock Tian Bashar, S. Mohammed Kamal Nasharuddin, Mustapha TA Engineering (General). Civil engineering (General) TH Building construction A precast, prestressed concrete girder with circular web openings allows building service systems (mechanical, electrical, communications, and plumbing) to cross the girder line within the memberpsilas depth, reducing a buildingpsilas floor -to-floor height and the overall height of the structure. These height reductions have the potential to improve the competitiveness of total precast concrete structures versus other types of building systems. The experimental program reported in this paper tested three inverted -tee girders with circular web openings strengthened with GFRP to failure to evaluate the openingspsila effect on girder behavior. The test girders were designed using available recommendations in the existing literature. Finite element is used to plot interaction diagram in estimating the cracking load for the different crack patterns was perform. Good agreement was shown between the interaction diagram and the experimental results. IEEE 2009 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/28124/1/Interaction%20diagram%20in%20finite%20element%20analysis%20of%20deflection%20.pdf Cheng, Hock Tian and Bashar, S. Mohammed and Kamal Nasharuddin, Mustapha (2009) Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates. In: IEEE 2nd International Conference on Information and Computing Science (ICIC 2009), 21-22 May 2009 , Manchester, United Kingdom. pp. 335-338., 1 (5169609). ISSN 2160-7443 (print), 2160-7451 (online) ISBN 9780769536347 https://doi.org/10.1109/ICIC.2009.92
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
TH Building construction
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
Cheng, Hock Tian
Bashar, S. Mohammed
Kamal Nasharuddin, Mustapha
Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates
description A precast, prestressed concrete girder with circular web openings allows building service systems (mechanical, electrical, communications, and plumbing) to cross the girder line within the memberpsilas depth, reducing a buildingpsilas floor -to-floor height and the overall height of the structure. These height reductions have the potential to improve the competitiveness of total precast concrete structures versus other types of building systems. The experimental program reported in this paper tested three inverted -tee girders with circular web openings strengthened with GFRP to failure to evaluate the openingspsila effect on girder behavior. The test girders were designed using available recommendations in the existing literature. Finite element is used to plot interaction diagram in estimating the cracking load for the different crack patterns was perform. Good agreement was shown between the interaction diagram and the experimental results.
format Conference or Workshop Item
author Cheng, Hock Tian
Bashar, S. Mohammed
Kamal Nasharuddin, Mustapha
author_facet Cheng, Hock Tian
Bashar, S. Mohammed
Kamal Nasharuddin, Mustapha
author_sort Cheng, Hock Tian
title Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates
title_short Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates
title_full Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates
title_fullStr Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates
title_full_unstemmed Interaction diagram in finite element analysis of deflection of pretensioned inverted T-Beam with web openings strengthened with GFRP laminates
title_sort interaction diagram in finite element analysis of deflection of pretensioned inverted t-beam with web openings strengthened with gfrp laminates
publisher IEEE
publishDate 2009
url http://umpir.ump.edu.my/id/eprint/28124/1/Interaction%20diagram%20in%20finite%20element%20analysis%20of%20deflection%20.pdf
http://umpir.ump.edu.my/id/eprint/28124/
https://doi.org/10.1109/ICIC.2009.92
_version_ 1669007765411987456
score 13.211869

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