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- W2080498959 abstract "A 3D beam lattice model is used for simulating fracture processes in concrete, which is schematized as a three-phase material (aggregate, interfacial transition zone and matrix). Numerical experiments are conducted varying the particle density. The obtained results show that, with increasing particle density, the peak-load decreases and the response is more ductile. This appears to be related to the amount of de-bonding. As a matter of fact, when the strength of the interface transition zone is set equal to the strength of the matrix, neither the peak-load nor the ductility of the lattice response are influenced by the particle density." @default.
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- W2080498959 date "2003-05-01" @default.
- W2080498959 modified "2023-10-13" @default.
- W2080498959 title "3D lattice type fracture model for concrete" @default.
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- W2080498959 doi "https://doi.org/10.1016/s0013-7944(02)00158-3" @default.
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