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RISConsistency of Bond–Slip Models in Simulating the Bond between ETS-FRP Bars and Concrete and the Shear Contribution of the Strengthening System
Publisher: American Society of Civil Engineers
Abstract: Predicting the shear contribution of a fiber-reinforced polymer (FRP) strengthening system in a reinforced concrete (RC) beam strengthened using the embedded through-section (ETS) method remains challenging due to the ...
Experimental Investigation of Fatigue Shear Behavior of RC Beams Strengthened with FRP Bars Using Embedded Through-Section Technique
Publisher: American Society of Civil Engineers
Abstract: This study presents the results of an experimental investigation of fatigue shear behavior in reinforced concrete (RC) beams strengthened with fiber-reinforced polymer (FRP) bars using the embedded through-section (ETS) ...
Experimental Investigation of Concrete Beams Strengthened with Embedded Through-Section Steel and FRP Bars
Publisher: ASCE
Abstract: This paper presents an experimental investigation on reinforced concrete (RC) beams strengthened in shear with embedded through-section (ETS) steel and fiber reinforced polymer (FRP) bars anchored with and without a ...
Experimental and Analytical Study on Shear Performance of Embedded Through-Section GFRP-Strengthened RC Beams
Publisher: ASCE
Abstract: The structural performance of reinforced concrete (RC) beams strengthened in shear with embedded through-section (ETS) glass fiber-reinforced polymer (GFRP) bars is experimentally and analytically investigated. Three-point ...