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• W2152848869 abstract "Concrete is considered as a 3-phase composite material; mortar matrix, aggregates, and interfacial transmission zone (ITZ). In order to investigate the contribution of each phase to the strength and damage response of concrete, 2-D and 3-D meso-scale simulations based on a coupled plasticity-damage model are carried out. The aggregates are modeled as a linear-elastic material, whereas the mortar matrix and ITZ are modeled using a coupled plasticity-damage model with different tensile and compressive mechanical behavior. Aggregate shape, distribution, and volume fraction are considered as simulated variables. The effect of the ITZ thickness and the strength of the ITZ and mortar matrix are also evaluated. It is shown that the behavior of concrete is merely dependent on the aggregate distribution and the strength of the mortar matrix, but dependent on aggregate shape, size, and volume fraction, and the thickness and strength of the ITZ." @default.
• W2152848869 created "2016-06-24" @default.
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• W2152848869 date "2011-03-01" @default.
• W2152848869 modified "2023-10-16" @default.
• W2152848869 title "Meso-scale computational modeling of the plastic-damage response of cementitious composites" @default.
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• W2152848869 doi "https://doi.org/10.1016/j.cemconres.2010.12.002" @default.
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