A study of the stress distribution around circular openings using multilayered photoelastic material Donald Frank Haber Follow this and additional works
The problem geometry is shown in Figure 6 22a, with a circular opening excavated in a medium subject to hydrostatic stress The field stresses and rock mass
stresses and strains around a circular opening In part one [1], the general theory for incremental elastoplastic deformation of a low-permeability medium
In this paper stress concentrations are studied around circular cylindrical openings or voids in a linear elastic continuum The loading is such that a
The elastic stress field around a circular opening is given by the so-called Kirsch-solu- tion, which considers an anisotropic far-field stress state,
Stress Distribution around a Single Opening 13 a Circular Openings 13 b Elliptical Openings 16 c Ovaloidal Openings 17 d Rectangular Openings
This thesis focuses on the effect that a circular opening (hole) has on the tensile and compressive stresses and crack development when placed at the midspan of
The stresses developed in the ground surrounding an underground opening are A9-5 Stresses around a circular hole in an isotropic, linearly elastic,
Boundary stress concentration for infinite row of circular tunnels (W?/Wp=1) p 15 Increase in maximum stress concentration with number of circular openings;
Recommended Citation Haber, Donald Frank, "A study of the stress distribution around circular openings using multilayered photoelastic material" (1962)