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RISInnovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model
Publisher: American Society of Civil Engineers
Abstract: Abstract A key limitation of commercial fabric-reinforced cementitious matrix (FRCM) systems
is the tendency for the fabric mesh to slip within the cementitious matrix, which
restricts the fabric’s contribution to the ...
Fatigue and Monotonic Behaviors of Corrosion-Damaged Reinforced Concrete Beams Strengthened with FRCM Composites
Publisher: American Society of Civil Engineers
Abstract: This paper provides a comprehensive account of using fabric-reinforced cementitious matrix (FRCM) composites to strengthen corrosion-damaged reinforced concrete (RC) structures subjected to monotonic loading and fatigue. ...
Corrosion-Damaged RC Beams Repaired with Fabric-Reinforced Cementitious Matrix
Publisher: American Society of Civil Engineers
Abstract: The structural performance of corrosion-damaged reinforced concrete (RC) beams repaired with fabric-reinforced cementitious matrix (FRCM) was investigated. Eleven RC beams were constructed and tested in flexure under ...
Static and Fatigue Performance of FRCM-Strengthened Concrete Beams
Publisher: American Society of Civil Engineers
Abstract: Fabric-reinforced cementitious matrix (FRCM) composites represent a new technique for strengthening concrete and masonry structures. Various studies confirm the efficiency of FRCM systems in terms of ultimate capacity gain, ...