Journal of Composites for Construction: Recent submissions
Now showing items 801-820 of 2137
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Reviewers
(American Society of Civil Engineers, 2015) -
Rate of Reinforcement Corrosion and Stress Concentration in Concrete Columns Repaired with Bonded and Unbonded FRP Wraps
(American Society of Civil Engineers, 2015) -
A Novel Anchor Method for Multitendon FRP Cable: Manufacturing and Experimental Study
(American Society of Civil Engineers, 2015) -
Bolted Sleeve Joints for Connecting Pultruded FRP Tubular Components
(American Society of Civil Engineers, 2016)This paper investigates bolted sleeve joints for connecting tubular pultruded fiber-reinforced polymer (FRP) sections in tubular structures such as space frames. In the proposed joint, FRP profile and steel connector are ... -
Effect of Transverse Reinforcement Ratio on the Shear Strength of GFRP-RC Continuous Beams
(American Society of Civil Engineers, 2016) -
Using Boring to Postpone Debonding of CFRP-Composite Concrete Beams
(American Society of Civil Engineers, 2016) -
Effect of Elevated Temperatures on the Mechanical Performance of Pultruded FRP Joints with a Single Ordinary or Blind Bolt
(American Society of Civil Engineers, 2016)Presented in this paper is a combined experimental and analytical modeling study of the strength of pultruded fiber-reinforced polymer (FRP) single-bolted double-lap joints subjected to tensile loading and elevated ... -
Closure to “Experimental Study on Fatigue Endurance of the CFRP-Concrete Interface” by Ke Li, Shuang-Yin Cao, and Xin-Ling Wang
(American Society of Civil Engineers, 2016) -
Shear Behavior of Basalt Fiber Reinforced Concrete Beams with and without Basalt FRP Stirrups
(American Society of Civil Engineers, 2016) -
Member Capacity of Pultruded GFRP Tubular Profile with Bolted Sleeve Joints for Assembly of Latticed Structures
(American Society of Civil Engineers, 2016)The use of bolted sleeve joints has been proposed for assembling pultruded glass fiber-reinforced polymer (GFRP) tubular profiles into space lattice shell structures. Such joint configurations may introduce a semi-rigid ... -
Influence of the Processing Techniques on the Bond Characteristics in Externally Bonded Joints: Experimental and Analytical Investigations
(American Society of Civil Engineers, 2016)This paper investigates the bond characteristics between the concrete substrate and fiber-reinforced polymer (FRP) material processed with advanced manufacturing techniques. Tests provide further understanding regarding ... -
Shear Capacity of RC Beams with Carbon Fiber-Reinforced Polymer Stirrups with Rectangular Section
(American Society of Civil Engineers, 2016) -
Friction Characteristics of CFRP Plates in Contact with Copper Plates under High Contact Pressure
(American Society of Civil Engineers, 2016) -
Fatigue Behavior of Basalt Fiber-Reinforced Polymer Tendons for Prestressing Applications
(American Society of Civil Engineers, 2016)This paper studies the fatigue behavior of high-strength basalt fiber-reinforced polymer (BFRP) tendons for potential applications in prestressed structures. An effective anchoring method of winding fiber sheets was first ... -
Durability Performances of Carbon Fiber–Reinforced Polymer and Concrete-Bonded Systems under Moisture Conditions
(American Society of Civil Engineers, 2016) -
Experimental Investigation of GFRP-Reinforced and GFRP-Encased Square Concrete Specimens under Axial and Eccentric Load, and Four-Point Bending Test
(American Society of Civil Engineers, 2016) -
Effect of Elastic Modulus of Carbon Fiber-Reinforced Polymer Strands on the Behavior of Posttensioned Segmental Bridges
(American Society of Civil Engineers, 2016)Segmental bridges are widely used for accelerated construction and lower costs and environmental impact. The major concern with such bridges is in the corrosion protection of posttensioning steel strands. Noncorrosive ... -
Mechanical Behavior and Design of FRP Structural Members at High and Low Service Temperatures
(American Society of Civil Engineers, 2016)Current design manuals for fiber-reinforced polymer (FRP) structures only allow limited application of FRP in high-temperature environments. However, the residual mechanical properties of FRP composites at high service ... -
Reviewers
(American Society of Civil Engineers, 2016)