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contributor authorRenata Kotynia
contributor authorHussien Abdel Baky
contributor authorKenneth W. Neale
contributor authorUsama A. Ebead
date accessioned2017-05-08T21:31:04Z
date available2017-05-08T21:31:04Z
date copyrightApril 2008
date issued2008
identifier other%28asce%291090-0268%282008%2912%3A2%28190%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54517
description abstractThis paper presents experimental results and a numerical analysis of the reinforced concrete (RC) beams strengthened in flexure with various externally bonded carbon fiber-reinforced polymer (CFRP) configurations. The aim of the experimental work was to investigate the parameters that may delay the intermediate crack debonding of the bottom CFRP laminate, and increase the load carrying capacity and CFRP strength utilization ratio. Ten rectangular RC specimens with a clear span of
publisherAmerican Society of Civil Engineers
titleFlexural Strengthening of RC Beams with Externally Bonded CFRP Systems: Test Results and 3D Nonlinear FE Analysis
typeJournal Paper
journal volume12
journal issue2
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2008)12:2(190)
treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 002
contenttypeFulltext


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