Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/100839
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dc.contributor.authorZhang, T.-
dc.contributor.authorOehlers, D.-
dc.contributor.authorVisintin, P.-
dc.date.issued2014-
dc.identifier.citationJournal of Composites for Construction, 2014; 18(5):04014007-1-04014007-15-
dc.identifier.issn1090-0268-
dc.identifier.issn1943-5614-
dc.identifier.urihttp://hdl.handle.net/2440/100839-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityT. Zhang, D. J. Oehlers and P. Visintin-
dc.language.isoen-
dc.publisherAmerican Society of Civil Engineers-
dc.rights© 2014 American Society of Civil Engineers.-
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-
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000469-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP0985828-
pubs.publication-statusPublished-
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]-
Appears in Collections:Aurora harvest 7
Civil and Environmental Engineering publications

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