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...
| Main Authors: | , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
IEEE
2009
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/28124/ http://umpir.ump.edu.my/id/eprint/28124/1/Interaction%20diagram%20in%20finite%20element%20analysis%20of%20deflection%20.pdf |
| _version_ | 1848822972101427200 |
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| 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 |
| building | UMP Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T02:49:44Z |
| format | Conference or Workshop Item |
| id | ump-28124 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:49:44Z |
| publishDate | 2009 |
| publisher | IEEE |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-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 (Published) https://doi.org/10.1109/ICIC.2009.92 |
| 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 |
| title | 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_short | 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 |
| topic | TA Engineering (General). Civil engineering (General) TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/28124/ http://umpir.ump.edu.my/id/eprint/28124/ http://umpir.ump.edu.my/id/eprint/28124/1/Interaction%20diagram%20in%20finite%20element%20analysis%20of%20deflection%20.pdf |