A plastic-damage model for concrete
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hdl:2117/192680
Document typeArticle
Defense date1989
Rights accessRestricted access - publisher's policy
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Abstract
In this paper a constitutive model based on an internal variable-formulation of plasticity theory for the non-linear analysis of concrete is presented. The model uses a new yield criterion which matches experimental data quite well and it accounts for both elastic and plastic stiffness degradations effects. Onset and amount of cracking can be studied by a simple postprocessing of the finite-element plasticity solution. The accuracy of the model is checked with some examples of application.
CitationLubliner, J. [et al.]. A plastic-damage model for concrete. "International journal of solids and structures", 1989, vol. 25, núm. 3, p. 299-326.
ISSN0020-7683
Publisher versionhttps://www.sciencedirect.com/science/article/pii/0020768389900504
Other identifiershttps://www.scipedia.com/public/Lubliner_et_al_1989a
Collections
- (MC)2 - Grup de Mecànica Computacional en Medis Continus - Articles de revista [191]
- Departament d'Enginyeria Civil i Ambiental - Articles de revista [2.848]
- GMNE - Grup de Mètodes Numèrics en Enginyeria - Articles de revista [167]
- DECA - Grup de Recerca del Departament d'Enginyeria Civil i Ambiental - Articles de revista [173]
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