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Experimental investigation and numerical analysis of RC beams shear strengthened with FRP/ECC composite layer

Composite structures, v.246, 2020년, pp.112436 -   

Zheng, Yu-Zhou (State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact, and School of Field Engineering, Army Engineering University of PLA) ,  Wang, Wen-Wei (School of Transportation, Southeast University) ,  Mosalam, Khalid M. (Pacific Earthquake Engineering Research (PEER) Center) ,  Fang, Qin (State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact, and School of Field Engineering, Army Engineering University of PLA) ,  Chen, Li (State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact, and School of Field Engineering, Army Engineering University of PLA) ,  Zhu, Zhong-Feng (School of Transportation, Southeast University)

Abstract AI-Helper 아이콘AI-Helper

Abstract Five Reinforced Concrete (RC) beams strengthened with Basalt Fiber Reinforced Polymer (BFRP) grid in conjunction with Engineered Cementitious Composite (ECC) were tested along with one conventional RC beam for reference to investigate their performance improvement, particularly in shear ca...

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