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Innovative 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 ...
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