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- W2922249960 abstract "A normal distribution methodology is proposed by considering variations in fictitious crack growth Δafic at notch-tip in concrete specimens at peak load Pmax due to heterogeneous aggregate structures. The variation in Δafic leads to normal distributions in measured tensile strength ft and fracture toughness KIC. These normal distributions with a small standard deviation can be obtained. The quasi-brittle fracture of concretes with maximum aggregate size dmax = 10–40 mm are analyzed with the simple relation between characteristic crack of concrete ach* and dmax. The statistical analyses are performed using a new closed-form solution of the boundary effect model, which considers the scatters in the peak load Pmax of notched specimens due to the variations in fictitious crack growth Δafic. The peak loads Pmax with 95% reliability are reliably predicted for notched concrete specimens." @default.
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- W2922249960 date "2019-06-01" @default.
- W2922249960 modified "2023-10-16" @default.
- W2922249960 title "Statistical analysis of concrete fracture using normal distribution pertinent to maximum aggregate size" @default.
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- W2922249960 doi "https://doi.org/10.1016/j.tafmec.2019.03.004" @default.
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