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- W2153822722 abstract "• Bi-regular lattice model of concrete at meso-length scale. • Microcrack generation dependent on pore size distribution. • Macroscopic elastic response emergent from microcrack population growth. • Attractive for analysing pore connectivity (transport properties) evolution. A novel lattice model is proposed for linking experimentally measured porosity of concrete to damage evolution and the emergent macroscopic behaviour. Pore sizes are resolved by X-ray CT and distributed at lattice bonds. The mechanical behaviour of bonds is elastic-brittle with failure criterion dependent on local forces and pore sizes. Bond failures provide the only non-linear effect on the macroscopic response. Results are compared to several experimental load cases. They show good agreement of stress–strain response at lower stress levels and expected differences at peak stresses. The framework allows for future development of models with plasticity and time-dependent effects." @default.
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- W2153822722 date "2013-09-01" @default.
- W2153822722 modified "2023-09-24" @default.
- W2153822722 title "Pore space and brittle damage evolution in concrete" @default.
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- W2153822722 doi "https://doi.org/10.1016/j.engfracmech.2013.05.007" @default.
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