Back to Search
Start Over
A variable parameters damage model for concrete.
- Source :
-
Engineering Fracture Mechanics . Apr2020, Vol. 228, pN.PAG-N.PAG. 1p. - Publication Year :
- 2020
-
Abstract
- • A variable parameters constitutive model of concrete is proposed. • This model reflects progressive failure progress of concrete. • This model can more conducive to analysis multi-axial stress state. • This model can reflect the stress drop in the descending section better. A novel four-parameters damage constitutive model for concrete in strain space is proposed in this paper. It is based on the Heish-Ting-Chen constitutive model and is derived in the framework of the thermodynamics of irreversible process. Because tension damage is a major fracture mode in concrete used for hydraulic structures, an equivalent strain is introduced that converts the multi-axial strain state into the equivalent tension strain to determine the tension damage. Considering the change in the equations' parameters during progressive failure, a variable parameters constitutive model is established. The parameters of the damage constitutive model are obtained by the increasing section and the decreasing section of stress-strain curve and it is demonstrated that the proposed model performs better than the regular constitutive model in the decreasing section. The numerical implementations provide a good description of the failure process as well as an accurate prediction of the behaviour of concrete. [ABSTRACT FROM AUTHOR]
Details
- Language :
- English
- ISSN :
- 00137944
- Volume :
- 228
- Database :
- Academic Search Index
- Journal :
- Engineering Fracture Mechanics
- Publication Type :
- Academic Journal
- Accession number :
- 141918461
- Full Text :
- https://doi.org/10.1016/j.engfracmech.2020.106898