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
  • 16 Downloads

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.

Keywords

Numerical Modeling Dynamic Loading Multilayered Structure Rigid Indentor Multilayer Barrier 

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Literature cited

  1. 1.
    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
  2. 2.
    Yu. M. Bazhenov, Concrete Under Dynamic Loading [in Russian], Stroiizdat, Moscow (1970).Google Scholar
  3. 3.
    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
  4. 4.
    M. L. Wilkins, “Calculations of elastoplastic flows,” in: Computing Methods in Hydrodynamics [Russian translation], Mir, Moscow (1964), pp. 212–263.Google Scholar
  5. 5.
    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

Personalised recommendations