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Search: WFRF:(Xenos Dimitros)

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  • Grassl, Peter, 1974, et al. (author)
  • CDPM2: A damage-plasticity approach to modelling the failure of concrete
  • 2013
  • In: International Journal of Solids and Structures. - : Elsevier BV. - 0020-7683. ; 50:24, s. 3805-3816
  • Journal article (peer-reviewed)abstract
    • A constitutive model based on the combination of damage mechanics and plasticity is developed to analyse the failure of concrete structures. The aim is to obtain a model, which describes the important characteristics of the failure process of concrete subjected to multiaxial loading. This is achieved by combining an effective stress based plasticity model with a damage model based on plastic and elastic strain measures. The model response in tension, uni-, bi- and triaxial compression is compared to experimental results. The model describes well the increase in strength and displacement capacity for increasing confinement levels. Furthermore, the model is applied to the structural analyses of tensile and compressive failure.
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Type of publication
journal article (1)
Type of content
peer-reviewed (1)
Author/Editor
Rempling, Rasmus, 19 ... (1)
Gylltoft, Kent, 1945 (1)
Grassl, Peter, 1974 (1)
Nyström, Ulrika, 198 ... (1)
Xenos, Dimitros (1)
University
Chalmers University of Technology (1)
Language
English (1)
Research subject (UKÄ/SCB)
Engineering and Technology (1)
Year
2013 (1)

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