Thermodynamic Modeling of the Elastoplastic-Damage Model for Concrete
Publication: Journal of Engineering Mechanics
Volume 147, Issue 4
Abstract
A new coupled damage-plastic constitutive model is presented for modeling the nonlinear behavior of concrete in the small strain space. The active damage tensor concept and the closure effect are presented by considering both the state of the strain and the boundary condition of the crack. A new Helmholtz free energy function (HFEF) is introduced with the existence of a dissipation plastic potential in the stain space. The staggering process between the plastic and damage states has been developed through the HFEF formulation and simultaneously satisfies the consistency conditions. The plastic calculations are formulated in the effective stress regime by developing a 3D plasticity model. The damage surface and damage evolution are formulated based on the accumulated plastic history. The numerical results from the proposed model have been compared with both the experimental data from the literature and with another numerical damage model. Finally, the model exhibits its ability to be applied to analyze various concrete structures.
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Data Availability Statement
Some data, models, or code that support the findings of this study are available from the author upon reasonable request. The list of the available codes are as follows:
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ISO.FOR (generates the stiffness matrix for the IPQS element);
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STLBSP.FOR (damaged D-matrix and Cauchy total stress);
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PLAS3D.FOR (PLASTIC stresses for 3D structures); and
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DAMA3D.FOR (damage calculation for 3D structures).
The output and plot files for the numerical examples are available from the author upon request.
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Published In
Journal of Engineering Mechanics
Volume 147 • Issue 4 • April 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Jun 18, 2020
Accepted: Nov 3, 2020
Published online: Jan 30, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 30, 2021
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