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The paper presents an approach to constitutive modelling of concrete using damage mechanics and plasticity theory.
In the proposed FE approach, careful consideration is given to the constitutive modelling of concrete and interfaces.
Rousseau, E. Frangin, P. Marin, L. Daudeville, Discrete element modelling of concrete structures and coupling with a finite element model, Comput.
However, none of these studies have provided a simple formula to determine the dilation parameter that is always required in the finite element (FE) material modelling of concrete.
This paper focuses on the development of a thermodynamic approach to constitutive modelling of concrete materials, with emphasis on the use of non-local damage models.
The porosity is found to have severely adverse effects on the specimen strength and cannot be neglected in mesoscale fracture modelling of concrete.
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Many theoretical models have been proposed for concrete-filled FRP wraps, but very limited work has been conducted on the theoretical modelling of concrete-filled FRP tubes.
It is assumed that the constitutive models of concrete are based on the fracture-plastic theory.
Mesoscale models of concrete include aggregates, cement stone and, optionally, interfacial transition zones.
The orthotropic increment constitutive model of concrete is extended to solve the medium thickness plate problem.
The study has also enabled to obtain corresponding mathematical models of concrete properties.
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