This paper evaluate the elastic ï¬eld that induced by a uniform pressure applied over a circular area on the surface of an elastic half space. The half space is transversely isotropic, where the planes of isotropy are parallel to the surface. A potential function method is adopted where the elastic ï¬eld is written in terms of three harmonic functions. The known point force Green functions are used to ï¬nd the solution for uniform normal load over the area by quadrature. The elastic displacement and stress ï¬eld are evaluated in term of closed form expressions containing complete elliptic integrals of the ï¬rst, second and third kinds. Following limiting procedure allows the isotropic solution to be obtained. It is shown that the present re...
The task of computation of stresses and settlements in the half-space under various types of loads i...
open1noThis work originates from an experimental program on strain distribution near the loaded surf...
Using the example of vertical displacements, it is shown that by combining a solution to the problem...
We rederive and present the complete closed-form solutions of the displacements and stresses subject...
The method of determination of the stress and strain state in the isotropic elastic half-space under...
AbstractSurface Green function for incompressible, elastically isotropic half-space coupled with sur...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
We present a complete analytical solution for the plane elasticity problem of a concentrated force a...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
The dynamic response of a transversely isotropic, linearly elastic layer bonded to the surface of a ...
surfaces Summary. An analytical method is presented to derive the stresses in anisotropic half-space...
The biharmonic equation which governs the stress problem in a half plane elasticity is solved for th...
The biharmonic equation which governs the stress problem in a half plane elasticity is solved for th...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...
We present explicit expressions for computing the displacements induced in a homogeneous, linearly e...
The task of computation of stresses and settlements in the half-space under various types of loads i...
open1noThis work originates from an experimental program on strain distribution near the loaded surf...
Using the example of vertical displacements, it is shown that by combining a solution to the problem...
We rederive and present the complete closed-form solutions of the displacements and stresses subject...
The method of determination of the stress and strain state in the isotropic elastic half-space under...
AbstractSurface Green function for incompressible, elastically isotropic half-space coupled with sur...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
We present a complete analytical solution for the plane elasticity problem of a concentrated force a...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
The dynamic response of a transversely isotropic, linearly elastic layer bonded to the surface of a ...
surfaces Summary. An analytical method is presented to derive the stresses in anisotropic half-space...
The biharmonic equation which governs the stress problem in a half plane elasticity is solved for th...
The biharmonic equation which governs the stress problem in a half plane elasticity is solved for th...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...
We present explicit expressions for computing the displacements induced in a homogeneous, linearly e...
The task of computation of stresses and settlements in the half-space under various types of loads i...
open1noThis work originates from an experimental program on strain distribution near the loaded surf...
Using the example of vertical displacements, it is shown that by combining a solution to the problem...