Using the example of vertical displacements, it is shown that by combining a solution to the problem of determining vertical displacements from the action of four identical concentrated forces symmetrically applied to an elastic half-space and two identical concentrated forces symmetrically applied to an elastic quarter-space, one can obtain a solution about the action of one force on 1/8 of the elastic space with free edges. To find vertical displacements in an elastic half-space, the Boussinesq solution is used, and vertical displacements in an elastic quarter-space – an integral equation obtained by Ya. S. Uflyand to determine vertical displacements in the face of a homogeneous elastic isotropic quarter-space, for which a deform...
Formulas for identifying strains that appear in a spherical section of a linear-elastic half-space b...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...
We present the analytical solution of the axisymmetric mixed problem for the isotropic half-space wi...
We rederive and present the complete closed-form solutions of the displacements and stresses subject...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
The problem of the static and dynamic response of a nonhomogeneous, isotropic, elastic half-space to...
AbstractThe paper presents a three-dimensional solution to the equilibrium equations for linear elas...
We present explicit expressions for computing the displacements induced in a homogeneous, linearly e...
The method of determination of the stress and strain state in the isotropic elastic half-space under...
Analytical elasticity solutions provide an efficient means of performing a first approximate analysi...
Closed-form analytical expressions for the displacements and stresses induced by a single force of a...
This paper evaluate the elastic ï¬eld that induced by a uniform pressure applied over a circular are...
We illustrate a general methodology based upon a suitable application of Gauss theorem to evaluate t...
Formulas for identifying strains that appear in a spherical section of a linear-elastic half-space b...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...
We present the analytical solution of the axisymmetric mixed problem for the isotropic half-space wi...
We rederive and present the complete closed-form solutions of the displacements and stresses subject...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
The problem of the static and dynamic response of a nonhomogeneous, isotropic, elastic half-space to...
AbstractThe paper presents a three-dimensional solution to the equilibrium equations for linear elas...
We present explicit expressions for computing the displacements induced in a homogeneous, linearly e...
The method of determination of the stress and strain state in the isotropic elastic half-space under...
Analytical elasticity solutions provide an efficient means of performing a first approximate analysi...
Closed-form analytical expressions for the displacements and stresses induced by a single force of a...
This paper evaluate the elastic ï¬eld that induced by a uniform pressure applied over a circular are...
We illustrate a general methodology based upon a suitable application of Gauss theorem to evaluate t...
Formulas for identifying strains that appear in a spherical section of a linear-elastic half-space b...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...
The problem of a homogeneous isotropic elastic layer resting on a rigid base and loaded by an intern...