contributor author | Renata Kotynia | |
contributor author | Hussien Abdel Baky | |
contributor author | Kenneth W. Neale | |
contributor author | Usama A. Ebead | |
date accessioned | 2017-05-08T21:31:04Z | |
date available | 2017-05-08T21:31:04Z | |
date copyright | April 2008 | |
date issued | 2008 | |
identifier other | %28asce%291090-0268%282008%2912%3A2%28190%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54517 | |
description abstract | This 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 | |
publisher | American Society of Civil Engineers | |
title | Flexural Strengthening of RC Beams with Externally Bonded CFRP Systems: Test Results and 3D Nonlinear FE Analysis | |
type | Journal Paper | |
journal volume | 12 | |
journal issue | 2 | |
journal title | Journal of Composites for Construction | |
identifier doi | 10.1061/(ASCE)1090-0268(2008)12:2(190) | |
tree | Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 002 | |
contenttype | Fulltext | |