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RISFlexural Performance of HFRP-RC Composite T-Beams with Different Interfaces
Publisher: American Society of Civil Engineers
Abstract: A method of improving the capacity of reinforced concrete T-beams using profiles made of hybrid basalt-carbon fiber sheet–reinforced polymer (HFRP) bonded to concrete using three different methods was researched. Various ...
Shear Capacity Comparison of Four Different Composite Interfaces between FRP Plates and Concrete Substrate
Publisher: American Society of Civil Engineers
Abstract: The mechanical performance of four types of interfaces between fiber-reinforced polymer (FRP) plate and concrete was compared by double-lap-shear test. The study found that the failure characteristics of the four interfaces ...
Mechanical Performance of the Wet-Bond Interface between FRP Plates and Cast-in-Place Concrete
Publisher: American Society of Civil Engineers
Abstract: The mechanical performance of the bond between fiber-reinforced polymer (FRP) plates and cast-in-place concrete (referred to as the wet-bond interface) is investigated. The wet-bond interface is named with respect to the ...
Shear Capacity Comparison of Four Different Composite Interfaces between FRP Plates and Concrete Substrate
Publisher: American Society of Civil Engineers
Abstract: The mechanical performance of four types of interfaces between fiber-reinforced polymer (FRP) plate and concrete was compared by double-lap-shear test. The study found that the failure characteristics of the four interfaces ...
Shear-Bond Behavior of the Interface between FRP Profiles and Concrete by the Double-Lap Push Shear Method
Publisher: American Society of Civil Engineers
Experimental Study on the Flexural Performance of GFRP-Reinforced Concrete Beams with a Prefabricated Permanent UHPC Formwork
Publisher: American Society of Civil Engineers
Abstract: The flexural performance of concrete beams incorporating glass fiber–reinforced polymer (GFRP) bars and further strengthened by a prefabricated permanent ultrahigh-performance concrete (UHPC) formwork is investigated in ...