摘要

The article offers two approaches to stress-strain state problem solution: the first is the analytical solution for the elastic deformation of a medium, the second is the numerical solution for the elastic and inelastic deformation. The analytical solution is based on the Kolosov-Muskhelishvili formulas, the numerical solution is analogous to the Euler solution of a regular first-order differential equation. The both methods are compared, and calculation of breaches in half-plane is exemplified.

  • 出版日期2011-7

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