Mechanical Modeling of Chemo-mechanical Coupling Behavior of Leached Concrete

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  Based on the analysis and experimental results obtained from uniaxial and triaxial strain and stress relationship of leached concrete, an elastoplastic constitutive model coupled with leaching damage is formed.The plastic mechanism is related to deviatoric shearing and the leaching damage is identified as relative variation of porosity.Elastic and plastic properties are effect by leaching damage.Numerical simulations are compared with experimental data and good agreements have been obtained.
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