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- W2384372728 abstract "Under the assumption that concrete is a three-phase composite, which is composed of mortar matrix, aggregate and their interface, and that the mesomechanical property of concrete satisfies the Weibull distribution, the damage model of mesomechanics is used to investigate the macromechanical property of concrete. Numerical simulation is made of the failure process of concrete specimens under uniaxial tension and compression by compilation of an FEM program. The result shows that the model can be used to study the mechanism of concrete failure and size effect of concrete structures under uniaxial loads." @default.
- W2384372728 created "2016-06-24" @default.
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- W2384372728 date "2005-01-01" @default.
- W2384372728 modified "2023-09-25" @default.
- W2384372728 title "Numerical simulation of meso-damage of concrete subjected to uniaxial loads" @default.
- W2384372728 hasPublicationYear "2005" @default.
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