Determining Material Properties of Steel-Fiber-Reinforced Concrete and Their Application in RFEM

{f^{f}}_{cflk, Li} = e^{({Lf}^{f}_{cflm, Li} - k_{s} \cdot L_{s})} \leq 0, 51 \cdot {f^{f}}_{cflm, Li}

k_s	Fractile correction factor for unknown standard deviations for the 5% fractile with 75% confidence level
L_s	Standard deviation of the logarithmized single test results
k_s	Fractile correction factor for unknown standard deviations for the 5% fractile with 75% confidence level

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