Shear strength of FRP RC beams and one-way slabs without stirrups

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dc.contributor.authorZhang, T.
dc.contributor.authorOehlers, D.
dc.contributor.authorVisintin, P.
dc.date.issued2014
dc.description.abstractAbstract not available
dc.description.statementofresponsibilityT. Zhang, D. J. Oehlers and P. Visintin
dc.identifier.citationJournal of Composites for Construction, 2014; 18(5):04014007-1-04014007-15
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000469
dc.identifier.issn1090-0268
dc.identifier.issn1943-5614
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]
dc.identifier.urihttp://hdl.handle.net/2440/100839
dc.language.isoen
dc.publisherAmerican Society of Civil Engineers
dc.relation.granthttp://purl.org/au-research/grants/arc/DP0985828
dc.rights© 2014 American Society of Civil Engineers.
dc.source.urihttps://doi.org/10.1061/(asce)cc.1943-5614.0000469
dc.subjectShear strength; fiber-reinforced polymer (FRP); concrete beams; reinforced concrete
dc.titleShear strength of FRP RC beams and one-way slabs without stirrups
dc.typeJournal article
pubs.publication-statusPublished

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