Publication:
Direct shear behavior of carbon fiber-reinforced polymer laminates and concrete

dc.contributor.authorCheng Tzu Thomas Hsuen_US
dc.contributor.authorWonsiri Punuraien_US
dc.contributor.authorYongxin Jiaen_US
dc.contributor.authorHaitao Bianen_US
dc.contributor.otherNew Jersey Institute of Technologyen_US
dc.contributor.otherMahidol Universityen_US
dc.date.accessioned2018-08-20T07:04:09Z
dc.date.available2018-08-20T07:04:09Z
dc.date.issued2006-05-01en_US
dc.description.abstractThis paper explores the direct shear behavior between carbon fiber-reinforced polymer (CFRP) laminates and concrete. To study the push-off strength and slip relationship of externally bonded strengthening system, a new test setup is proposed herein. In this research, a total of 27 specimens are tested. The test variables include the maximum compressive strength of concrete, from 4000 to 12000 psi. With this test setup, it has been found to be able to investigate the direct shear condition between the CFRP laminates and concrete. Based on the present test results, empirical formulas to account for the push-off strength and slip relationship of various concrete compressive strengths are developed. This relationship enables further understanding of the transfer mechanism between the CFRP laminates and concrete. Also, the effect of salt water on the ultimate direct shear strength of the CFRP strengthening system is discussed. Copyright © 2006 by ASTM International.en_US
dc.identifier.citationJournal of Testing and Evaluation. Vol.34, No.3 (2006), 158-166en_US
dc.identifier.issn00903973en_US
dc.identifier.other2-s2.0-33845254323en_US
dc.identifier.urihttps://repository.li.mahidol.ac.th/handle/123456789/23386
dc.rightsMahidol Universityen_US
dc.rights.holderSCOPUSen_US
dc.source.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=33845254323&origin=inwarden_US
dc.subjectMaterials Scienceen_US
dc.titleDirect shear behavior of carbon fiber-reinforced polymer laminates and concreteen_US
dc.typeArticleen_US
dspace.entity.typePublication
mu.datasource.scopushttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=33845254323&origin=inwarden_US

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