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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/112619
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dc.contributor.authorGholampour, A.-
dc.contributor.authorOzbakkaloglu, T.-
dc.contributor.authorHassanli, R.-
dc.date.issued2017-
dc.identifier.citationConstruction and Building Materials, 2017; 138:372-382-
dc.identifier.issn0950-0618-
dc.identifier.issn1879-0526-
dc.identifier.urihttp://hdl.handle.net/2440/112619-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityAliakbar Gholampour, Togay Ozbakkaloglu, Reza Hassanli-
dc.language.isoen-
dc.publisherElsevier-
dc.rights© 2017 Elsevier Ltd. All rights reserved.-
dc.source.urihttp://dx.doi.org/10.1016/j.conbuildmat.2017.01.105-
dc.subjectConcrete; rubberized concrete; active confinement; stress-strain relations; axial compression; rubber content; dilation-
dc.titleBehavior of rubberized concrete under active confinement-
dc.typeJournal article-
dc.identifier.doi10.1016/j.conbuildmat.2017.01.105-
pubs.publication-statusPublished-
dc.identifier.orcidGholampour, A. [0000-0001-5069-2963]-
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]-
Appears in Collections:Aurora harvest 3
Civil and Environmental Engineering publications

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