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 member's depth, reducing a building's floor-to-floor height and the overall height of the structure....
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2023
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| _version_ | 1833412380809232384 |
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| author | Tian C.H. Mohammed B.S. Mustapha K.N. |
| author2 | 54973908300 |
| author_facet | 54973908300 Tian C.H. Mohammed B.S. Mustapha K.N. |
| author_sort | Tian C.H. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| 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 member's depth, reducing a building's 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 openings' 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. � 2009 IEEE. |
| format | Conference paper |
| id | my.uniten.dspace-30823 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| record_format | dspace |
| spelling | my.uniten.dspace-308232023-12-29T15:54:01Z Interaction diagram in finite element analysis of deflection of pretensioned inverted T-beam with web openings strengthened with GFRP laminates Tian C.H. Mohammed B.S. Mustapha K.N. 54973908300 57203590522 26032672000 Finite element GFRP Interaction diagram Prestressed inverted T-beam Web opening Competition Computer science Concrete beams and girders Floors Precast concrete Prestressed concrete Finite element GFRP Interaction diagram Prestressed inverted T-beam Web opening Finite element method 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 member's depth, reducing a building's 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 openings' 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. � 2009 IEEE. Final 2023-12-29T07:54:00Z 2023-12-29T07:54:00Z 2009 Conference paper 10.1109/ICIC.2009.92 2-s2.0-70449515031 https://www.scopus.com/inward/record.uri?eid=2-s2.0-70449515031&doi=10.1109%2fICIC.2009.92&partnerID=40&md5=5fc4284286922b70ee56e889db97df38 https://irepository.uniten.edu.my/handle/123456789/30823 1 5169609 335 338 Scopus |
| spellingShingle | Finite element GFRP Interaction diagram Prestressed inverted T-beam Web opening Competition Computer science Concrete beams and girders Floors Precast concrete Prestressed concrete Finite element GFRP Interaction diagram Prestressed inverted T-beam Web opening Finite element method Tian C.H. Mohammed B.S. Mustapha K.N. 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 | Finite element GFRP Interaction diagram Prestressed inverted T-beam Web opening Competition Computer science Concrete beams and girders Floors Precast concrete Prestressed concrete Finite element GFRP Interaction diagram Prestressed inverted T-beam Web opening Finite element method |
| url_provider | http://dspace.uniten.edu.my/ |