Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars without Stirrups under Shear
Author:
Publisher
American Concrete Institute
Subject
Building and Construction,Civil and Structural Engineering
Reference46 articles.
1. Proposed Slenderness Limit for Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns Based on Experiments and Buckling Analysis;Abdelazim;ACI Structural Journal,2020
2. Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-To-Depth Ratios Between 1.5 and 3.0;Ali;Journal of Composites for Construction,2016
3. Strength and Behavior of Circular FRP-Reinforced Concrete Sections Without Web Reinforcement in Shear;Ali;Journal of Structural Engineering,2017
4. Shear Strength of Circular Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars and Spirals;Ali;ACI Structural Journal,2017
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