Numerical analysis of shear transfer across an initially uncrack reinforced concrete member

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dc.contributor.authorXu, J.
dc.contributor.authorWu, C.
dc.contributor.authorLi, Z.
dc.contributor.authorNg, C.
dc.date.issued2015
dc.description.abstractAbstract not available
dc.description.statementofresponsibilityJuechun Xu, Chengqing Wu, Zhong-Xian Li, Ching-Tai Ng
dc.identifier.citationEngineering Structures, 2015; 102:296-309
dc.identifier.doi10.1016/j.engstruct.2015.08.022
dc.identifier.issn0141-0296
dc.identifier.issn1873-7323
dc.identifier.urihttp://hdl.handle.net/2440/101144
dc.language.isoen
dc.publisherElsevier
dc.relation.granthttp://purl.org/au-research/grants/arc/DP140103525
dc.rights© 2015 Elsevier Ltd. All rights reserved.
dc.source.urihttps://doi.org/10.1016/j.engstruct.2015.08.022
dc.subjectReinforced concrete; shear transfer; shear strength; shear stress to slip relationship
dc.titleNumerical analysis of shear transfer across an initially uncrack reinforced concrete member
dc.typeJournal article
pubs.publication-statusPublished

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