Innovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model

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 overall capacity of the strengthened ...