Partial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars

dc.contributor.author	Xie T.;Mohamed Ali M. S.;Visintin P.;Oehlers D. J.;Sheikh A. H.
dc.date.accessioned	2019-02-26T07:38:51Z
dc.date.available	2019-02-26T07:38:51Z
dc.date.issued	2018
dc.identifier.other	%28ASCE%29CC.1943-5614.0000878.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4248483
dc.description.abstract	This paper describes experimental and analytical investigations on a highly durable composite structural system comprising polyvinyl alcohol (PVA) fiber-reinforced concrete (PVA-FRC) reinforced with glass fiber-reinforced polymer (GFRP) bars. To aid in the development of a design guideline for this novel composite beam system, a generic analytical approach that is equally applicable to both conventional concrete and FRC beams reinforced with steel or FRP rebar is applied. Predicted load-deflection and load-crack width responses are compared to the experimental results, showing very good correlation for the flexural behavior of PVA fiber–reinforced concrete members.
dc.publisher	American Society of Civil Engineers
dc.title	Partial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars
dc.type	Journal Paper
dc.journal.volume	22
dc.journal.issue	5
dc.journal.title	Journal of Composites for Construction
dc.identifier.doi	10.1061/(ASCE)CC.1943-5614.0000878
dc.page	4018043
dc.tree	Journal of Composites for Construction:;2018:;Volume ( 022 ):;issue: 005
dc.contenttype	Fulltext