A computational constitutive model for concrete subjected to dynamic loadings

Author:

Xu H.,Wen H.M.

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference20 articles.

1. A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures;Holmquist,1993

2. Penetration of reinforced concrete by BETA-B-500 numerical analysis using a new macroscopic concrete model for hydrocodes;Riedel,1999

3. A plasticity concrete material model for DYNA3D;Malvar;Int J Impact Eng,1997

4. Numerical predictions of ballistic limits for concrete slabs using a modified version of the HJC concrete model;Polanco-Loria;Int J Impact Eng,2008

5. Modifications of RHT material model for improved numerical simulation of dynamic response of concrete;Tu;Int J Impact Eng,2010

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