A two-phase coupled elastoplastic-damage model proposed by Ortiz (Ortiz M. Mechanics of Materials 1985;4:67Β± 93) for modeling inelastic behavior of concrete is considered. For integration of anisotropic damage evolution equations an implicit integration scheme is proposed and the resulting nonlinear
Pseudo-potential of elastoplastic damage constitutive model and its application
β Scribed by Changjiang Shao; Jianzhong Li; Yonghong Wu
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 316 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0020-7683
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β¦ Synopsis
a b s t r a c t Damage pseudo-potentials, from which the damage evolution equations can be acquired, are usually expressed as scalar functions of irreversible thermodynamic variables. A lower potential for an action with the dissipation property corresponds to a Helmholtz free energy function in classical mechanics; therefore, pseudo-potential acts as a cornerstone of the damage constitutive relationship. According to the analysis on state and process of a damage system, the authors study the connection between damage action, pseudo-potential and free energy function. Next a general method to define the pseudo-potential of damage process is discussed. The discrete elementary equations of continuum damage mechanics are derived from the action functional. Subsequently, the numerical implementation of the aforementioned damage model is given. Comparison between experimental evidences and numerical results verifies the soundness of the theoretical model and the numerical framework.
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