An Elastoviscoplastic Model for High Strength Concrete

See related content

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 | Finite element method | Computer software | Model analysis | Data processing | Model tests | Mathematical models | Viscosity |

Services: Buy this book/Buy this article


Return to search