An Elastoviscoplastic Model for High Strength Concrete

by Tianxi Tang, Texas A&M Univ, College Station, United States,



Document Type: Proceeding Paper

Part of: Engineering Mechanics

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 | Model analysis | Finite element method | Viscosity | Data processing | Model tests | Parameters (statistics) | Plasticity

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