Out-of-plane principal stress in plane strain/stress failure investigations – an overview of its relevance for various failure criteria

  • Martin BEDNÁRIK Geophysical Institute of the Slovak Academy of Sciences, Bratislava, Slovak Republic
  • Igor KOHÚT Geophysical Institute of the Slovak Academy of Sciences, Dúbravská cesta 9, 845 28 Bratislava, Slovak Republic
Keywords: plane strain, plane stress, out-of-plane principal stress, Mohr circle, brittle failure criteria

Abstract

The paper exposes the role of the out-of-plane principal stress in the investigations of (brittle) failure of isotropic linear elastic continuum using plane strain (or plane stress) approximations. The plots in (σm, τm), (σ3, σ1) spaces for each of the examined criteria: the two-dimensional: Coulomb, Tresca, Hoek-Brown, and the three-dimensional ones: Drucker-Prager and linear Mogi, give an insight into the interplay of Poisson ratio and the material parameters involved in the respective criterion formula.

Author Biographies

Martin BEDNÁRIK, Geophysical Institute of the Slovak Academy of Sciences, Bratislava, Slovak Republic

Dúbravská cesta 9
845 28 Bratislava

Igor KOHÚT, Geophysical Institute of the Slovak Academy of Sciences, Dúbravská cesta 9, 845 28 Bratislava, Slovak Republic

Dúbravská cesta 9
845 28 Bratislava

Published
2021-05-06
How to Cite
BEDNÁRIK, M., & KOHÚT, I. (2021). Out-of-plane principal stress in plane strain/stress failure investigations – an overview of its relevance for various failure criteria. Contributions to Geophysics and Geodesy, 36(4), 343-359. Retrieved from https://journal.geo.sav.sk/cgg/article/view/336
Section
original research papers republished in OJS