Quasi-Static Failure Criteria for Concrete
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Publication date: 2010-06-30
Archives of Civil Engineering 2010;56(2):123-154
The behaviour of concrete under quasi-static loadings for uniaxial compression, tension and planestress conditions is studied. The failure criteria of concrete are discussed as well as the methodsof constitutive parameters identification are elaborated. The attention is focus on an energeticinterpretation of selected failure criteria. The numerical example with concrete damage plasticitymaterial model is shown.
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