Finite element computational modeling of externally bonded CFRP composites flexural behavior in RC beams

dc.creatorGAMINO, Andre Luis
dc.creatorBITTENCOURT, Tulio Nogueira
dc.creatorSOUSA, Jose Luiz Antunes de Oliveira e
dc.date.accessioned2012-10-19T01:41:39Z
dc.date.accessioned2018-07-04T14:49:39Z
dc.date.available2012-10-19T01:41:39Z
dc.date.available2018-07-04T14:49:39Z
dc.date.created2012-10-19T01:41:39Z
dc.date.issued2009
dc.identifierCOMPUTERS AND CONCRETE, v.6, n.3, p.187-202, 2009
dc.identifier1598-8198
dc.identifierhttp://producao.usp.br/handle/BDPI/18193
dc.identifierhttp://apps.isiknowledge.com/InboundService.do?Func=Frame&product=WOS&action=retrieve&SrcApp=EndNote&UT=000267324800001&Init=Yes&SrcAuth=ResearchSoft&mode=FullRecord
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1614989
dc.description.abstractThis paper focuses on the flexural behavior of RC beams externally strengthened with Carbon Fiber Reinforced Polymers (CFRP) fabric. A non-linear finite element (FE) analysis strategy is proposed to support the beam flexural behavior experimental analysis. A development system (QUEBRA2D/FEMOOP programs) has been used to accomplish the numerical simulation. Appropriate constitutive models for concrete, rebars, CFRP and bond-slip interfaces have been implemented and adjusted to represent the composite system behavior. Interface and truss finite elements have been implemented (discrete and embedded approaches) for the numerical representation of rebars, interfaces and composites.
dc.languageeng
dc.publisherTECHNO-PRESS
dc.relationComputers and Concrete
dc.rightsCopyright TECHNO-PRESS
dc.rightsclosedAccess
dc.subjectreinforced concrete
dc.subjectCFRP
dc.subjectnon-linear finite element analysis
dc.subjectflexural strengthening
dc.titleFinite element computational modeling of externally bonded CFRP composites flexural behavior in RC beams
dc.typeArtículos de revistas


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