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What is Shear Span Behavior in SFRC Beams about?

This study investigates the shear behavior of reinforced concrete beams without stirrups and with full or partial steel fiber reinforced concrete (SFRC) in the shear span through experimental and numerical analysis. Tests were conducted on four beams made of normal strength concrete or partially/fully with SFRC in the shear span. Results show the ultimate shear strength and residual shear strength increased by 17-150% and 18.2-48.8% respectively for beams with SFRC. Finite element analysis using ANSYS showe

Author

sanjusamson

Language

EN