On solution of the first and second boundary problems dynamic elasticity theory of steady oscillations of half-space with elliptical cracks by biem

Authors

  • Володимир Станкевич Pidstryhach Institute for Applied Problems of Mechanics and Mathematics National Academy of Sciences of Ukraine

Keywords:

elastic half-space, elliptical crack, time-stationary oscillations, boundary integral equations method, dynamic stress intensity factors

Abstract

The three-dimensional dynamic problem of elastic half-space with a plane elliptical crack is
considered. The cracks surface are under time-stationary discontinuous loads. Cases of free and
clamped half-space surfaces is considered. The problem is solved by boundary integral equations
(BIE) method. Using the Helmholtz potential, the problem is reduced to one BIE relatively
unknown crack opening function. With the solutions of the problem are obtained depending on the
dynamic stress intensity factors at different points of the contour of the defect on the frequency of
the applied load, the eccentricity of the ellipse, the depth of the cracks and the type of boundary
conditions on the half-space surface.

Published

2018-11-22

How to Cite

Станкевич, В. (2018). On solution of the first and second boundary problems dynamic elasticity theory of steady oscillations of half-space with elliptical cracks by biem. PHYSICO-MATHEMATICAL MODELLING AND INFORMATIONAL TECHNOLOGIES, (23), 178–185. Retrieved from https://www.fmmit.lviv.ua/index.php/fmmit/article/view/64