Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/101144
Citations
Scopus Web of Science® Altmetric
?
?
Full metadata record
DC FieldValueLanguage
dc.contributor.authorXu, J.-
dc.contributor.authorWu, C.-
dc.contributor.authorLi, Z.-
dc.contributor.authorNg, C.-
dc.date.issued2015-
dc.identifier.citationEngineering Structures, 2015; 102:296-309-
dc.identifier.issn0141-0296-
dc.identifier.issn1873-7323-
dc.identifier.urihttp://hdl.handle.net/2440/101144-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityJuechun Xu, Chengqing Wu, Zhong-Xian Li, Ching-Tai Ng-
dc.language.isoen-
dc.publisherElsevier-
dc.rights© 2015 Elsevier Ltd. All rights reserved.-
dc.source.urihttp://dx.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-
dc.identifier.doi10.1016/j.engstruct.2015.08.022-
dc.relation.granthttp://purl.org/au-research/grants/arc/DP140103525-
pubs.publication-statusPublished-
Appears in Collections:Aurora harvest 3
Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.