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Fiber Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams with Transverse Steel Reinforcement
Publisher: American Society of Civil Engineers
Abstract: The paper aims to contribute to a better understanding and modeling of the shear behavior of reinforced-concrete (RC) beams strengthened with carbon
Analytical Model for FRP Confinement of Concrete Columns with and without Internal Steel Reinforcement
Publisher: American Society of Civil Engineers
Abstract: The paper aims to contribute to a better understanding of the behavior of reinforced concrete columns confined with fiber-reinforced polymer (FRP) sheets. In particular, some new insights on interaction mechanisms between ...
Experimental Study on Bond Behavior between Concrete and FRP Reinforcement
Publisher: American Society of Civil Engineers
Abstract: Bonding between fiber-reinforced polymer (FRP) sheets and concrete supports is essential in shear and flexural applications for transfer of stress between concrete structure and reinforcement. This paper aims at better ...
Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates
Publisher: ASCE
Abstract: Externally bonded composite systems are commonly used for the structural strengthening of existing arched masonry structures. Textile-reinforced mortar systems applied to masonry arch intrados allow the load carrying ...
Performance Evaluation of Short Span Reinforced Concrete Arch Bridges
Publisher: American Society of Civil Engineers
Abstract: In this paper, the static and seismic performance of some short span reinforced concrete arch bridges, before and after strengthening interventions, are evaluated. To verify whether retrofit strategies for the considered ...
Shear Strength Model for RC Beams with U-Wrapped FRCM Composites
Publisher: ASCE
Abstract: The shear strength of reinforced concrete (RC) elements can be improved by applying externally bonded (EB) fiber-reinforced cementitious matrix (FRCM) composites. FRCM composites are generally U-wrapped around the cross-section ...
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