Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/106147
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dc.contributor.authorGravina, R.-
dc.contributor.authorAydin, H.-
dc.contributor.authorVisintin, P.-
dc.date.issued2017-
dc.identifier.citationJournal of Materials in Civil Engineering, 2017; 29(6):04017013-1-04017013-14-
dc.identifier.issn0899-1561-
dc.identifier.issn1943-5533-
dc.identifier.urihttp://hdl.handle.net/2440/106147-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityRebecca J. Gravina, Hasret Aydin and Phillip Visintin-
dc.language.isoen-
dc.publisherASCE-American Society of Civil Engineers-
dc.rights© 2017 American Society of Civil Engineers.-
dc.source.urihttp://dx.doi.org/10.1061/(asce)mt.1943-5533.0001881-
dc.subjectConcrete; fiber-reinforced polymer (FRP); externally bonded; adhesive; durability; effective bond length-
dc.titleExtraction and analysis of bond-slip characteristics in deteriorated FRP-to-concrete joints using a mechanics-based approach-
dc.typeJournal article-
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0001881-
dc.relation.granthttp://purl.org/au-research/grants/arc/LP130100482-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP140102695-
pubs.publication-statusPublished-
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]-
Appears in Collections:Aurora harvest 8
Civil and Environmental Engineering publications

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