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- W2354877755 abstract "Based on the statistical damage theory,an orthotropic statistical damage constitutive model is pro-posed. In this model,the constitutive behavior of concrete under complex stress state is regarded as thecombination of uniaxial tension and uniaxial compression,which are considered as the most fundamentalmacro failure forms,and the two meso-scale damage modes,rupture and yield are considered. A novelequivalent strain hypothesis is proposed. The equivalent relations between the damage evolution process ofcomplex stress state and uniaxial stress state are established,by introducing the concept of equivalent trans-fer tensile damage strain and the damage influence parameters. Comparison of the prediction results with ex-perimental data shows that it can accurately predict the constitutive behavior in the uniform damage phasefor concrete under multiaxial stress states. The damage mechanism is discussed from the view points of thedeformation characteristics,strength properties and failure modes." @default.
- W2354877755 created "2016-06-24" @default.
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- W2354877755 date "2014-01-01" @default.
- W2354877755 modified "2023-09-28" @default.
- W2354877755 title "Orthotropic statistical damage constitutive model for concrete" @default.
- W2354877755 hasPublicationYear "2014" @default.
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