Numerical simulations of oblique penetration into reinforced concrete targets

Author:

Liu Yan,Huang Fenglei,Ma Aie

Funder

Excellent Young Scholars Research Fund of Beijing Institute of Technology

Publisher

Elsevier BV

Subject

Computational Mathematics,Computational Theory and Mathematics,Modelling and Simulation

Reference6 articles.

1. Microcrack-induced damage accumulation in brittle rock under dynamic loading;Taylor;J. Comput. Methods Appl. Mech. Eng.,1986

2. T.J. Holmquist, G.R. Johnson, W.H. Cook, A computational constitutive model for concrete subjected to large strains, high strain rates and high pressures, in: 14th Int. Sym. Ballistics, Quebec, Canada, 1993, pp. 591–600.

3. H.O. Hallquist, LSDYNA user’s Manual, University of California, Lawrence Livermore National Laboratory, 2003.

4. E.P. Chen, Simulation of concrete perforation based on a continuum damage model, DE 95000544, 1994.

5. Continuum modeling of explosive fracture in oil shale;Grady;Int. J. Rock Mining Sci.,1980

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