Strength of Materials

, Volume 26, Issue 5, pp 373–377 | Cite as

Special features of failure of multilayered structures in local dynamic loading

  • A. L. Isaev
  • Yu. M. Pushilin
Scientific-Technical Section


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.


Numerical Modeling Dynamic Loading Multilayered Structure Rigid Indentor Multilayer Barrier 
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Literature cited

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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).Google Scholar
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    Yu. M. Bazhenov, Concrete Under Dynamic Loading [in Russian], Stroiizdat, Moscow (1970).Google Scholar
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    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).Google Scholar
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    M. L. Wilkins, “Calculations of elastoplastic flows,” in: Computing Methods in Hydrodynamics [Russian translation], Mir, Moscow (1964), pp. 212–263.Google Scholar
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    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).Google Scholar

Copyright information

© Plenum Publishing Corporation 1994

Authors and Affiliations

  • A. L. Isaev
    • 1
  • Yu. M. Pushilin
    • 1
  1. 1.N. E. Bauman High Technical SchoolMoscow

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