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- W2076657779 abstract "The fracture sensitivity of concrete structures has been studied based on fracture mechanics concepts. It is possible to demonstrate by dimensional analysis that the fracture sensitivity is not an intrinsic material property but depends on the size of the cracked structure: in large structures the unstable crack propagation decidedly precedes the strength collapse at the ligament and the mechanical behaviour is much more brittle than in the small ones. Analogous considerations and results can be derived by the application of the fictitious crack model." @default.
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- W2076657779 date "1985-01-01" @default.
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- W2076657779 title "Dimensional analysis implications of the fictitious crack model" @default.
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- W2076657779 doi "https://doi.org/10.1016/s0013-7944(85)80033-3" @default.
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