The transfer matrix approach is used to solve the problem of static deformation of an orthotropic multilayered elastic half-space by two-dimensional surface loads. The general problem is decoupled into two independent problems. The antiplane strain problem and the plane strain problem are considered in detail. Integral expressions for displacements and stresses at any point of the medium due to a normal line load and a shear line load, acting parallel to a symmetry axis, are obtained. In the case of a uniform half-space, closed form analytic expressions for displacements and stresses are derived. The procedure developed is quite easy and convenient for numerical computations
AbstractThe orthotropic materials are of a great importance and interest in fields of the modern ind...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
This paper presents a finite-difference analysis of stresses and displacements of the plane elastic ...
The two-dimensional problem of the static deformation of a transversely isotropic, multilayered, ela...
The method of layer matrices is used to solve the problem of the axially-symmetric deformation of a ...
Abstract. The problem of two-dimensional static deformation of a monoclinic elastic medium has been ...
The method of layer matrices is applied to solve the problem of the static deformation of a multilay...
Closed-form analytical expressions for the deformation at any point of a horizontal orthotropic elas...
This paper deals with the contact stress analysis for a strip footing interacting with (i) a homogen...
The two-dimensional problem of a long displacement dislocation in a multilayered half-space is studi...
The problem of the static and dynamic response of a nonhomogeneous, isotropic, elastic half-space to...
The dynamic response of a transversely isotropic, linearly elastic layer bonded to the surface of a ...
Two displacement formulation methods are presented for the plane strain and plane stress problems of...
Two displacement formulation methods are presented for the plane strain and plane stress problems of...
Two displacement formulation methods are presented for the plane strain and plane stress problems of...
AbstractThe orthotropic materials are of a great importance and interest in fields of the modern ind...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
This paper presents a finite-difference analysis of stresses and displacements of the plane elastic ...
The two-dimensional problem of the static deformation of a transversely isotropic, multilayered, ela...
The method of layer matrices is used to solve the problem of the axially-symmetric deformation of a ...
Abstract. The problem of two-dimensional static deformation of a monoclinic elastic medium has been ...
The method of layer matrices is applied to solve the problem of the static deformation of a multilay...
Closed-form analytical expressions for the deformation at any point of a horizontal orthotropic elas...
This paper deals with the contact stress analysis for a strip footing interacting with (i) a homogen...
The two-dimensional problem of a long displacement dislocation in a multilayered half-space is studi...
The problem of the static and dynamic response of a nonhomogeneous, isotropic, elastic half-space to...
The dynamic response of a transversely isotropic, linearly elastic layer bonded to the surface of a ...
Two displacement formulation methods are presented for the plane strain and plane stress problems of...
Two displacement formulation methods are presented for the plane strain and plane stress problems of...
Two displacement formulation methods are presented for the plane strain and plane stress problems of...
AbstractThe orthotropic materials are of a great importance and interest in fields of the modern ind...
Analytical solutions in exact closed-forms are obtained for stresses and displacements in an solid d...
This paper presents a finite-difference analysis of stresses and displacements of the plane elastic ...