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《Explosion and Shock Waves》 2002-02
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An Eulerian Numerical Method on Dynamic Impact Problem of Concrete

HE Chang jiang, YU Zhi lu, FAN Zhong bo (Laboratory of Computational Physics,Beijing Institute of Apllied Physics and Computational Mathematics,Beijing 100088,China)  
In this paper, aim at the dynamic impact problem of concrete, the constitutive relation of Holmquist Johnson Cook’s type of concrete is given. In this constitutive relation, the equivalent strength model is viewed as the function of pressure,strain rate and damage. The pressure is deoted by the volumetric strain, and the effect of perfect crush is considered. The accumulated damage model is viewed as the function of equivalent plastic strain, plastic volumetric strain and pressure. Combining the Eulerian numerical method of 3D elastic plastic hydrodynamics, the computational method of coupling Holmquist Johnson Cook constitutive model and the Eulerian method is introduced. The Eulerian code of 3D elastic plastic hydrodynamics containing Holmquist Johnson Cook constitutive relation of concrete is also introduced.
【Fund】: 中国工程物理研究院行业预研基金项目 (2 0 0 0 0 6 6 2 )
【CateGory Index】: TU528
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