Influence of FRP anchor configuration on the behavior of FRP plates externally bonded on concrete members

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dc.contributor.authorOzbakkaloglu, T.
dc.contributor.authorFang, C.
dc.contributor.authorGholampour, A.
dc.date.issued2017
dc.description.abstractAbstract not available
dc.description.statementofresponsibilityTogay Ozbakkaloglu, Chengfeng Fang, Aliakbar Gholampour
dc.identifier.citationEngineering Structures, 2017; 133:133-150
dc.identifier.doi10.1016/j.engstruct.2016.12.005
dc.identifier.issn0141-0296
dc.identifier.issn1873-7323
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]
dc.identifier.orcidFang, C. [0000-0003-3599-8109]
dc.identifier.orcidGholampour, A. [0000-0001-5069-2963]
dc.identifier.urihttp://hdl.handle.net/2440/115445
dc.language.isoen
dc.publisherElsevier
dc.rights© 2016 Elsevier Ltd. All rights reserved.
dc.source.urihttps://doi.org/10.1016/j.engstruct.2016.12.005
dc.subjectFiber-reinforced polymer (FRP); FRP plate; delamination; FRP spike anchor; single shear test; load capacity; load-displacement curves; plate strain variation
dc.titleInfluence of FRP anchor configuration on the behavior of FRP plates externally bonded on concrete members
dc.typeJournal article
pubs.publication-statusPublished

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