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• W2024657268 abstract "A rate-independent constitutive theory for the behaviour of concrete in the inelastic range is proposed. It is based on damage mechanics concepts previously applied to rock materials by the author. The inelasticity is provided by two basic damage mechanisms, namely, shear damage and hydrostatic tension damage. A scalar damage parameter is used to represent the degradation of the elastic properties. In addition to the damage mechanisms, a plasticity yield surface is included to bound the model in the hydrostatic compression sense. A simple calibration procedure is presented and the model is shown to predict reasonable behaviour for a variety of monotonic and reversed loading paths. The model is readily implemented in finite element codes and a number of representative boundary value problems is solved. Suggestions for future developments conclude the paper." @default.
• W2024657268 created "2016-06-24" @default.
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• W2024657268 date "1987-01-01" @default.
• W2024657268 modified "2023-10-18" @default.
• W2024657268 title "A Damage mechanics constitutive theory for the inelastic behaviour of concrete" @default.
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• W2024657268 doi "https://doi.org/10.1016/0045-7825(87)90130-7" @default.
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