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This paper introduces a new model for concrete mixing kinetics.
A constitutive model for concrete in the elliptical CFST columns was proposed.
The research aims at developing a new multiaxial constitutive model for concrete in the fire situation.
We first develop the information flow process model for concrete reinforcement over its supply chain.
A hysteretic model for concrete structure subjected to cyclic tension and tension compression reversals is presented.
A new plastic-damage constitutive model for concrete is proposed in this paper.
A damage constitutive model for concrete subjected to uniaxial alternate tension compression fatigue loading is presented.
In particular, they are analysed by means of a numerical algorithm adopting the cohesive crack model for concrete in tension and the overlapping crack model for concrete in compression.
In this paper, an uncoupled healing model for concrete, rationally based on physicochemical issues, is developed and numerically implemented.
First, a plastic-damage model for concrete was programmed in the elastic plastic dynamic analysis procedure for CFRDs.
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In the present study, an existing dilation model for concrete-filled FRP wraps is combined with a biaxial stress analysis of the FRP tube so that the effect of the Poisson's ratio of the FRP tube is properly accounted for.
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