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

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dc.citedby3
dc.contributor.authorTian C.H.en_US
dc.contributor.authorMohammed B.S.en_US
dc.contributor.authorMustapha K.N.en_US
dc.contributor.authorid54973908300en_US
dc.contributor.authorid57203590522en_US
dc.contributor.authorid26032672000en_US
dc.date.accessioned2023-12-29T07:54:00Z
dc.date.available2023-12-29T07:54:00Z
dc.date.issued2009
dc.description.abstractA 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.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo5169609
dc.identifier.doi10.1109/ICIC.2009.92
dc.identifier.epage338
dc.identifier.scopus2-s2.0-70449515031
dc.identifier.spage335
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-70449515031&doi=10.1109%2fICIC.2009.92&partnerID=40&md5=5fc4284286922b70ee56e889db97df38
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30823
dc.identifier.volume1
dc.pagecount3
dc.sourceScopus
dc.sourcetitle2009 2nd International Conference on Information and Computing Science, ICIC 2009
dc.subjectFinite element
dc.subjectGFRP
dc.subjectInteraction diagram
dc.subjectPrestressed inverted T-beam
dc.subjectWeb opening
dc.subjectCompetition
dc.subjectComputer science
dc.subjectConcrete beams and girders
dc.subjectFloors
dc.subjectPrecast concrete
dc.subjectPrestressed concrete
dc.subjectFinite element
dc.subjectGFRP
dc.subjectInteraction diagram
dc.subjectPrestressed inverted T-beam
dc.subjectWeb opening
dc.subjectFinite element method
dc.titleInteraction diagram in finite element analysis of deflection of pretensioned inverted T-beam with web openings strengthened with GFRP laminatesen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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