Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/80953
DC FieldValueLanguage
dc.contributor.authorLu, XZen_US
dc.contributor.authorTeng, JGen_US
dc.contributor.authorYe, LPen_US
dc.contributor.authorJiang, JJen_US
dc.date.accessioned2019-06-27T07:41:25Z-
dc.date.available2019-06-27T07:41:25Z-
dc.date.issued2004-
dc.identifier.citationIn LC Hollaway, MK Chryssanthopoulos & SSJ Moy (Eds.), Advanced polymer composites for structural applications in construction : ACIC 2004, p. 152-161. Cambridge, England: Woodhead Publishing, 2004en_US
dc.identifier.isbn9781845690649-
dc.identifier.isbn9781855737365-
dc.identifier.urihttp://hdl.handle.net/10397/80953-
dc.description.abstractA meso-scale finite element model is first presented for simulating the debonding behavior of FRP-to-concrete bonded joints in simple shear tests. In this model, both the FRP plate/sheet and the concrete are modeled using elements of mesoscopic sizes so that the shapes and paths of cracks during the entire debonding process can be appropriately captured. Results obtained from this model are next presented to provide insight into the debonding failure process. Finally, based on a finite element parametric study and existing test results, three bond-slip models of different levels of sophistication are presented. These proposed models are far more accurate than all existing bond-slip models.en_US
dc.description.sponsorshipDepartment of Civil and Environmental Engineeringen_US
dc.language.isoenen_US
dc.publisherWoodhead Publishingen_US
dc.titleBond-slip models for FRP sheet/plate-to-concrete interfacesen_US
dc.typeBook Chapteren_US
dc.identifier.doi10.1016/B978-1-85573-736-5.50017-0-
dc.identifier.scopus2-s2.0-84942251589-
dc.relation.ispartofbookAdvanced polymer composites for structural applications in construction : ACIC 2004-
dc.publisher.placeCambridge, Englanden_US
dc.description.validate201906 bcrc-
dc.description.oaNot applicable-
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