Publication:
Shear resistance of trapezoidal corrugated web in local buckling

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dc.citedby4
dc.contributor.authorUsman F.en_US
dc.contributor.authorid55812540000en_US
dc.date.accessioned2023-05-16T02:47:21Z
dc.date.available2023-05-16T02:47:21Z
dc.date.issued2014
dc.description.abstractThis paper presents analytical studies using Eigenvalue buckling analysis in the Finite Element Method to determine shear buckling and subsequently determine shear resistance of thin plated member with trapezoidal corrugated web. The result is compared with experimental results. It is found that the proposed equations give good agreement to the experimental results. However, the buckling coefficient k is still not generate a good shear stress based on its slenderness ratio hw/tw. © (2014) Trans Tech Publications, Switzerland.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.4028/www.scientific.net/AMM.554.421
dc.identifier.epage425
dc.identifier.scopus2-s2.0-84903553631
dc.identifier.spage421
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84903553631&doi=10.4028%2fwww.scientific.net%2fAMM.554.421&partnerID=40&md5=d6903ba8d72ccd4881fe743f8e64948b
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22096
dc.identifier.volume554
dc.publisherTrans Tech Publications Ltden_US
dc.sourceScopus
dc.sourcetitleApplied Mechanics and Materials
dc.titleShear resistance of trapezoidal corrugated web in local bucklingen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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