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RISA Recalibration of the Crack Width Bond-Dependent Coefficient for GFRP-Reinforced Concrete
Publisher: American Society of Civil Engineers
Abstract: Serviceability requirements can often control the design of glass fiber–reinforced polymer (GFRP)-reinforced concrete flexural members due to the lower stiffness of GFRP than of steel. ACI Committee 440 crack control ...
Bond-Dependent Coefficient <i>k<sub>b</sub></i> for New-Generation GFRP Bars
Publisher: ASCE
Abstract: The new American Concrete Institute (ACI) design code for glass fiber–reinforced polymer (GFRP)–reinforced concrete (RC) members specifies a single value of 1.20 for the bond-dependent coefficient (kb) of all types of GFRP ...
Physical Properties, Longitudinal Tensile Properties, and Bond Strength of the New Generation of GFRP Bars
Publisher: ASCE
Abstract: This paper presents an experimental study that investigated the physical properties, longitudinal tensile properties, and bond strength of a new generation of glass fiber–reinforced polymer (GFRP) bars. Five commercially ...