Search
CSV
RISBeam-Testing Method for Assessment of Bond Performance of FRP Bars in Concrete under Tension–Compression Reversed Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: This paper presents a novel beam-testing method to assess the bond performance of fiber-reinforced polymer (FRP) bars in reinforced-concrete resisting systems subjected to tension–compression reversed cyclic loading. Special ...
Beam-Testing Method for Assessment of Bond Performance of FRP Bars in Concrete under Tension–Compression Reversed Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: This paper presents a novel beam-testing method to assess the bond performance of fiber-reinforced polymer (FRP) bars in reinforced-concrete resisting systems subjected to tension–compression reversed cyclic loading. Special ...
Aspects of Deformability of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars
Publisher: American Society of Civil Engineers
Abstract: The ACI and CSA design codes offer no unified method for evaluating the deformability of fiber-reinforced polymer (FRP) reinforced-concrete (RC) structures, although numerous experimental results for such elements are ...
Flexure and Shear Deformation of GFRP-Reinforced Shear Walls
Publisher: American Society of Civil Engineers
Abstract: Experimental results of midrise RC shear walls under quasistatic cyclic loading were used to investigate the interaction of flexural and shear deformations. Four large-scale shear walls—one reinforced with steel bars and ...
Experimental Investigation of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars under Lateral Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: The present study addresses the applicability of reinforced concrete shear walls totally reinforced with glass fiber–reinforced polymer (GFRP) bars to attain reasonable strength and drift requirements as specified in ...