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RISEvaluating Direct Shear Performance of Steel Fiber–Reinforced Concrete
Publisher: ASCE
Abstract: Shear stress is one of the main design parameters for structures subjected to seismic demands. Steel fibers are a viable option for the shear reinforcement of concrete elements because they tend to increase the tensile ...
Correlation between Flexural–Tensile Performance of Concrete Reinforced with Hooked-End Steel Fibers Using US and European Standards
Publisher: ASCE
Abstract: ACI 318 and the fib Model Code 2010 prescribe recommendations for the design of steel fiber–reinforced concrete (SFRC) using performance measured with a four-point bending test (4PBT) per the ASTM C1609 US standard and a ...