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- W2997130221 endingPage "102465" @default.
- W2997130221 startingPage "102465" @default.
- W2997130221 abstract "Abstract The effects of specimen spans on concrete fracture parameters were firstly investigated using three-point bending beams. The calculation formulae of the fracture parameters for specimens with span-depth ratios commonly used in testing were put forward based on linear interpolation method. Six span-depth ratios (2, 2.5, 3, 4, 5 and 6) for concrete specimens were explored. Results show that (1) with the increase of span-depth ratio, the critical effective crack length increased linearly whilst constant initial and unstable fracture toughness were obtained; (2) furthermore, the applicability of the proposed linear interpolation method was verified by the available methods in literatures." @default.
- W2997130221 created "2020-01-10" @default.
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- W2997130221 date "2020-06-01" @default.
- W2997130221 modified "2023-10-16" @default.
- W2997130221 title "Determining concrete fracture parameters using three-point bending beams with various specimen spans" @default.
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- W2997130221 doi "https://doi.org/10.1016/j.tafmec.2019.102465" @default.
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