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RISBehavior of Circular Concrete Members Reinforced with Carbon-FRP Bars and Spirals under Shear
Publisher: American Society of Civil Engineers
Abstract: Considerable research in recent years has exclusively considered concrete members with rectangular cross sections in developing fiber-reinforced polymer (FRP) shear design provisions. Although there is no evidence that ...
Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0
Publisher: American Society of Civil Engineers
Strength and Behavior of Circular FRP-Reinforced Concrete Sections without Web Reinforcement in Shear
Publisher: American Society of Civil Engineers
Abstract: Considerable experimental research work has been conducted to quantify the shear strength Vcf of rectangular concrete members reinforced with fiber-reinforced polymer (FRP) bars. In contrast, no research seems to have ...
Durability Assessment of Glass FRP Solid and Hollow Bars (Rock Bolts) for Application in Ground Control of Jurong Rock Caverns in Singapore
Publisher: American Society of Civil Engineers
Durability Performance and Service Life of CFCC Tendons Exposed to Elevated Temperature and Alkaline Environment
Publisher: American Society of Civil Engineers
Abstract: This paper presents the physical, mechanical, and durability characterization of Tokyo Rope carbon fiber composite cables (CFCCs). Specimens were exposed to and alkaline solution (12.8 pH) for 1,000, 3,000, 5,000, and ...
Reconsideration of the Environmental Reduction Factor <i>C<sub>E</sub></i> for GFRP Reinforcing Bars in Concrete Structures
Publisher: ASCE
Abstract: Design guides for fibre-reinforced polymer-reinforced concrete (FRP-RC) require that the design tensile strength of FRP bars be determined by multiplying the guaranteed tensile strength by an environmental reduction factor ...