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 | Finite element method | Computer software | Plasticity | Mathematical models | Viscosity | Elastic analysis | Mathematics

Services: Buy this book/Buy this article

 

Return to search