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• W2065841032 startingPage "1533" @default.
• W2065841032 abstract "Within the framework of continuum damage mechanics, a new constitutive damage model for massive concrete is presented, mainly intended for the seismic analysis of gravity and arch dams. Consistent with thermodynamic requirements, a straindriven formalism is adopted, improving the algorithmic efficiency as much as required for the analysis of large scale problems to become feasible. Two scalar damage variables are introduced as internal variables, as well as a plastic-strain tensor. An extension to account for the concrete strain-rate dependency, suitable for seismic analysis, is presented at the end. The efficiency of numerical predictions from the constitutive model is illustrated through numerical applications and algorithmic implementation is also detailed." @default.
• W2065841032 created "2016-06-24" @default.
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• W2065841032 date "1998-05-01" @default.
• W2065841032 modified "2023-10-13" @default.
• W2065841032 title "A strain-based plastic viscous-damage model for massive concrete structures" @default.
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• W2065841032 doi "https://doi.org/10.1016/s0020-7683(97)00119-4" @default.
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