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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

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.

Original languageEnglish
Title of host publication2009 2nd International Conference on Information and Computing Science, ICIC 2009
Pages335-338
Number of pages4
Volume1
DOIs
Publication statusPublished - 19 Nov 2009
Event2009 2nd International Conference on Information and Computing Science, ICIC 2009 - Manchester, United Kingdom
Duration: 21 May 200922 May 2009

Other

Other2009 2nd International Conference on Information and Computing Science, ICIC 2009
CountryUnited Kingdom
CityManchester
Period21/05/0922/05/09

Fingerprint

Beams and girders
Laminates
Plumbing
Finite element method
Precast concrete
Prestressed concrete
Concrete construction
Cracks
Communication

All Science Journal Classification (ASJC) codes

  • Artificial Intelligence
  • Computational Theory and Mathematics
  • Computer Science Applications
  • Software

Cite this

Tian, C. H., Mohammed, B. S., & Mustapha, K. N. (2009). Interaction diagram in finite element analysis of deflection of pretensioned inverted T-beam with web openings strengthened with GFRP laminates. In 2009 2nd International Conference on Information and Computing Science, ICIC 2009 (Vol. 1, pp. 335-338). [5169609] https://doi.org/10.1109/ICIC.2009.92
Tian, Cheng Hock ; Mohammed, Bashar S. ; Mustapha, Kamal Nasharuddin. / Interaction diagram in finite element analysis of deflection of pretensioned inverted T-beam with web openings strengthened with GFRP laminates. 2009 2nd International Conference on Information and Computing Science, ICIC 2009. Vol. 1 2009. pp. 335-338
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Tian, CH, Mohammed, BS & Mustapha, KN 2009, Interaction diagram in finite element analysis of deflection of pretensioned inverted T-beam with web openings strengthened with GFRP laminates. in 2009 2nd International Conference on Information and Computing Science, ICIC 2009. vol. 1, 5169609, pp. 335-338, 2009 2nd International Conference on Information and Computing Science, ICIC 2009, Manchester, United Kingdom, 21/05/09. https://doi.org/10.1109/ICIC.2009.92

Interaction diagram in finite element analysis of deflection of pretensioned inverted T-beam with web openings strengthened with GFRP laminates. / Tian, Cheng Hock; Mohammed, Bashar S.; Mustapha, Kamal Nasharuddin.

2009 2nd International Conference on Information and Computing Science, ICIC 2009. Vol. 1 2009. p. 335-338 5169609.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Tian CH, Mohammed BS, Mustapha KN. Interaction diagram in finite element analysis of deflection of pretensioned inverted T-beam with web openings strengthened with GFRP laminates. In 2009 2nd International Conference on Information and Computing Science, ICIC 2009. Vol. 1. 2009. p. 335-338. 5169609 https://doi.org/10.1109/ICIC.2009.92