Shear behavior of flexural CFRP-strengthened RC beams with crack-induced delamination: Experimental investigation and strength model

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作者：
Mukhtar, Faisal M. [1 ]
Shehadah, Mohammed E. [1 ]
机构：
[1] Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, Dhahran,31261, Saudi Arabia
来源：
Composite Structures | 2021年 / 268卷
关键词：
Debonding - Shear flow - Software testing - Failure (mechanical) - Carbon fiber reinforced plastics - Concrete beams and girders;
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