Modes of Failure in Shear Deficient RC T-Beams Strengthened with FRP

dc.contributor.author	S. K. Panigrahi
dc.contributor.author	A. Deb
dc.contributor.author	S. K. Bhattacharyya
dc.date.accessioned	2017-12-30T13:04:13Z
dc.date.available	2017-12-30T13:04:13Z
dc.date.issued	2016
dc.identifier.other	%28ASCE%29CC.1943-5614.0000586.pdf
dc.identifier.uri	http://138.201.223.254:8080/yetl1/handle/yetl/4245300
dc.description.abstract	The effect of laminate thickness on crack pattern, mode of failure, and strength of shear deficient reinforced concrete (RC) T-beams wrapped with glass fiber reinforced polymer (GFRP) laminates was studied experimentally and numerically. Eight specimens of 2.5 m span, designed to fail in shear, were tested for two point static loading. Displacements, strains, and crack pattern were monitored. The strength and mode of failure were found to depend on the crack pattern. For U wraps, increasing the fiber reinforced polymer (FRP) laminate thickness resulted in reduced web cracking and increased cracking near the free edge of the laminate.
dc.publisher	American Society of Civil Engineers
dc.title	Modes of Failure in Shear Deficient RC T-Beams Strengthened with FRP
dc.type	Journal Paper
dc.journal.volume	20
dc.journal.issue	1
dc.journal.title	Journal of Composites for Construction
dc.identifier.doi	10.1061/(ASCE)CC.1943-5614.0000586
dc.page	04015029
dc.tree	Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
dc.contenttype	Fulltext