A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Aspects of Deformability of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars
AbstractThe 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 available. This study discusses the methods for quantifying the deformability in FRP-RC structures. The methods were assessed based on the experimental results of four full-scale RC shear walls: three reinforced with FRP bars and one with steel bars. The objective was to contribute to the development of a method for verifying the deformability of FRP-RC structures. The curvature ductility index (μϕ) and deformability index (J) were found to be the most appropriate methods when calculated at a concrete strain equal to 0.0035.
Aspects of Deformability of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars
AbstractThe 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 available. This study discusses the methods for quantifying the deformability in FRP-RC structures. The methods were assessed based on the experimental results of four full-scale RC shear walls: three reinforced with FRP bars and one with steel bars. The objective was to contribute to the development of a method for verifying the deformability of FRP-RC structures. The curvature ductility index (μϕ) and deformability index (J) were found to be the most appropriate methods when calculated at a concrete strain equal to 0.0035.
Aspects of Deformability of Concrete Shear Walls Reinforced with Glass Fiber–Reinforced Bars
Benmokrane, Brahim (author) / Mohamed, Nayera / Farghaly, Ahmed Sabry
2015
Article (Journal)
English
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