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The document discusses an experimental study on the post-cracking tensile behavior of steel fiber reinforced concrete (SFRC). Uniaxial tensile tests on notched cylinders and three-point bending tests on notched beams were performed. The results show that fibers increase the toughness and ultimate crack width of concrete. There is also a strong dependency of SFRC post-cracking performance on fiber distribution and orientation, which was measured using image analysis. Constitutive laws relating stress to crac

Author

PCPC

Language

EN