Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/120564
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dc.contributor.authorLoo, K.Y.M.-
dc.contributor.authorFoster, S.J.-
dc.contributor.authorSmith, S.T.-
dc.date.issued2012-
dc.identifier.citationJournal of Composites for Construction, 2012; 16(5):572-580-
dc.identifier.issn1090-0268-
dc.identifier.issn1943-5614-
dc.identifier.urihttp://hdl.handle.net/2440/120564-
dc.description.abstractAbstract Not Available-
dc.description.statementofresponsibilityKam Yoke M. Loo, Stephen J. Foster and Scott T. Smith-
dc.language.isoen-
dc.publisherAmerican Society of Civil Engineers-
dc.rights© 2012 American Society of Civil Engineers.-
dc.source.urihttp://dx.doi.org/10.1061/(asce)cc.1943-5614.0000286-
dc.subjectFinite-element method; bonding; fatigue; reinforced concrete; fiber reinforced polymer-
dc.titleFE modeling of CFRP-repaired RC beams subjected to fatigue loading-
dc.typeJournal article-
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000286-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP0453096-
pubs.publication-statusPublished-
dc.identifier.orcidSmith, S.T. [0000-0002-8837-1214]-
Appears in Collections:Aurora harvest 4
Civil and Environmental Engineering publications

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