Abstract
Since the addition of steel fibers to concrete has been shown to increase both the ductility and the fatigue strength of reinforced concrete. A series of uniaxial compression tests were conducted on 15Ф×30L cm cylindrical specimens to evaluate the complete stress-strain behavior and elastic modulus for steel fiber reinforced concrete.
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Jo, BW., Shon, YH. & Kim, YJ. The Evalution Of Elastic Modulus for Steel Fiber Reinforced Concrete. Russian Journal of Nondestructive Testing 37, 152–161 (2001). https://doi.org/10.1023/A:1016780124443
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DOI: https://doi.org/10.1023/A:1016780124443