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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 ...
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 ...
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 ...