An Elastoviscoplastic Model for High Strength Concreteby Tianxi Tang, Texas A&M Univ, College Station, United States,
Abstract: An elastoviscoplastic model of overstress type is proposed for high-strength concrete in this study. With its viscosity parameters determined with experimental data from the split-Hopkinson-pressure-bar (SHPB) tests, this model is implemented to a Finite element program.
Subject Headings: High-strength concrete | Finite element method | Computer software | Model analysis | Data processing | Model tests | Mathematical models | Viscosity
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