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RISConfinement Properties of GFRP-Reinforced Concrete Circular Columns under Simulated Seismic Loading
Publisher: ASCE
Abstract: Columns in earthquake-resistant reinforced concrete (RC) structures need to be adequately confined to provide satisfactory levels of stability and deformability. In circular RC columns, confinement can be provided by spirals ...
Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer
Publisher: American Society of Civil Engineers
Abstract: Six full-scale reinforced-concrete (RC) interior slab-column connections of glass fiber–reinforced polymer (GFRP) were constructed and tested to failure. The specimen consisted of a square slab with a 2,800-mm side length ...
Effect of Transverse Reinforcement Ratio on the Shear Strength of GFRP-RC Continuous Beams
Publisher: American Society of Civil Engineers
Lap Splice in GFRP-RC Rectangular Columns Subjected to Cyclic-Reversed Loads
Publisher: American Society of Civil Engineers
Abstract: This paper presents the experimental results of five full-scale glass fiber–reinforced polymer (GFRP) reinforced concrete (RC) columns with lap splices under axial and cyclic-reversed loads. One additional reference column ...
Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer
Publisher: American Society of Civil Engineers
Abstract: This paper presents the test results of five full-scale reinforced concrete (RC) interior slab–column connections. Each specimen consisted of a 2,800-mm square slab with a thickness of 200 and 300-mm square central column ...
Shear Capacity of Exterior Beam-Column Joints Reinforced with GFRP Bars and Stirrups
Publisher: American Society of Civil Engineers
Abstract: The demand for sustainable concrete structures with longer service life and lower maintenance cost has been driving the use of glass fiber-reinforced polymer (GFRP) reinforcement in new concrete structures. The behavior ...
Shear Strength of GFRP-Reinforced Concrete Continuous Beams with Minimum Transverse Reinforcement
Publisher: American Society of Civil Engineers
Abstract: This paper investigates the shear behavior of continuous concrete beams reinforced with glass fiber–reinforced polymer (GFRP) bars and stirrups. A total of six beams, with
Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer
Publisher: American Society of Civil Engineers
Abstract: This paper presents the test results of five full-scale reinforced concrete (RC) interior slab–column connections. Each specimen consisted of a 2,800-mm square slab with a thickness of 200 and 300-mm square central column ...
Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer
Publisher: American Society of Civil Engineers
Abstract: Six full-scale reinforced-concrete (RC) interior slab-column connections of glass fiber–reinforced polymer (GFRP) were constructed and tested to failure. The specimen consisted of a square slab with a 2,800-mm side length ...
Shear Capacity of Exterior Beam-Column Joints Reinforced with GFRP Bars and Stirrups
Publisher: American Society of Civil Engineers
Abstract: The demand for sustainable concrete structures with longer service life and lower maintenance cost has been driving the use of glass fiber-reinforced polymer (GFRP) reinforcement in new concrete structures. The behavior ...