Shear Capacity Prediction for Fiber-Reinforced Polymer Bar-Reinforced Concrete Beams Based on Gray Correlation Analysis

Author:

Du Yunxing,Liao Baoqiang,Zhou Rui,Zhu Deju

Publisher

American Concrete Institute

Reference60 articles.

1. Huang, H.; Hao, R.-Q.; and Huang, M., “Research Status of FRP Reinforced Concrete Structures,” Glass Fiber Reinforced Plastics/Composite Materials, V. 7, 2018, pp. 108-116. (in Chinese)

2. Experimental Study on Shear Behavior of Carbon-Fiber-Reinforced Polymer Reinforced Concrete Short Beams without Web Reinforcement;Omeman;Canadian Journal of Civil Engineering,2008

3. Shear Behavior of Basalt Fiber Reinforced Concrete Beams with and without Basalt FRP Stirrups;Issa;Journal of Composites for Construction,2016

4. Shear Behavior of Green Concrete Beams Reinforced with Basalt FRP Bars and Stirrups;Al-Hamrani;Composite Structures,2021

5. Shear Behavior of Basalt FRC Beams Reinforced with Basalt FRP Bars and Glass FRP Stirrups: Experimental and Analytical Investigations;Al-Hamrani;Engineering Structures,2021

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