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RISFlexural Performance of Unbonded Posttensioned Rectangular Concrete Filled FRP Tube Beams
Publisher: ASCE
Abstract: This paper experimentally investigates the effect of using the posttensioning (PT) steel strands on the flexural performance of rectangular concrete filled fiber-reinforced polymer (FRP) tube (CFFT) beams. Eight PT beams ...
Punching-Shear Strength of Normal and High-Strength Two-Way Concrete Slabs Reinforced with GFRP Bars
Publisher: American Society of Civil Engineers
Abstract: This paper investigated the punching-shear behavior of two-way concrete slabs reinforced with glass fiber–reinforced polymer (GFRP) bars of different grades. A total of 10 full-scale interior slab-column specimens measuring
Punching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear Reinforcement
Publisher: American Society of Civil Engineers
Abstract: This study investigated the punching shear behavior of two-way concrete slabs with glass-fiber-reinforced polymer (GFRP) bars as flexural reinforcement and FRP stirrups (glass or carbon) as shear reinforcement. A total of ...
Effect of GFRP Shear Stirrups on Strength of Two-Way GFRP RC Edge Slabs: Experimental and Finite-Element Investigations
Publisher: ASCE
Abstract: Glass-fiber-reinforced-polymer (GFRP) reinforcing bars have recently gained wide acceptance as a viable construction material for sustainable new constructions. Yet current codes and guidelines have not addressed the design ...
Transmission Lines Overload Alleviation by Generation Rescheduling and Load Shedding
Publisher: American Society of Civil Engineers