Bending load capacity of carbon fiber reinforced concrete beams as a function of fiber performance index (FPI)

Author:

Kamani Roohollah1,Kamali Dolatabadi Mehdi1ORCID,Nasrollahzadeh Kourosh2,Jeddi Ali A.A.3

Affiliation:

1. Department of Textile Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran;

2. Civil Engineering Faculty, K.N. Toosi University of Technology, Tehran, Iran;

3. Textile Engineering Department, Amirkabir University of Technology, Tehran, Iran

Publisher

Informa UK Limited

Subject

Industrial and Manufacturing Engineering,Polymers and Plastics,General Agricultural and Biological Sciences,Materials Science (miscellaneous)

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Textile structures in concrete reinforcement;Textile Progress;2024-01-02

2. Numerical simulation analysis of bearing capacity of reinforced concrete high-pressure members;International Journal of Materials and Product Technology;2022

3. Experimental Study on CFRP Strengthening Hollow Wooden Column and Strengthening Effect;IOP Conference Series: Earth and Environmental Science;2020-02-01

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