Abstract
The authors present the results of numerical modeling of penetration of a rigid indentor into multilayer barriers made of concrete, steel and sand. The effect of the material and the position of the layers on the penetration of a striker and failure of the barrier is analyzed.
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G. A. Geniev and V. N. Kissyuk, “Problem of generalizing the strength of concrete and reinforced concrete,” Beton Zhelezobeton, No. 2, 16–29 (1965).
Yu. M. Bazhenov, Concrete Under Dynamic Loading [in Russian], Stroiizdat, Moscow (1970).
A. A. Vovk, A. V. Mikhalyuk, and I. V. Belinskii, “Formation of an underground cavity with internal explosion in an isotropic rock system,” Prikl. Mekh.,10, No. 9, 53–59 (1974).
M. L. Wilkins, “Calculations of elastoplastic flows,” in: Computing Methods in Hydrodynamics [Russian translation], Mir, Moscow (1964), pp. 212–263.
A. L. Isaev and V. A. Veldanov, “Solving the problem of penetration of a rigid indentor into concrete,” Tr. MVTU, No. 478 36–41 (1987).
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Translated from Problemy Prochnosti, No. 5, pp. 64–68, May, 1994.
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Isaev, A.L., Pushilin, Y.M. Special features of failure of multilayered structures in local dynamic loading. Strength Mater 26, 373–377 (1994). https://doi.org/10.1007/BF02207423
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DOI: https://doi.org/10.1007/BF02207423