Summarization: Buckling and contact effects for a von Kármán’s plate, unilaterally connected with a nonlinear elastic tensionless foundation are investigated. The foundation is modeled as nonlinear elastic (Winkler-type) and shear deformable (Pasternak-type) medium. Compressive and tensile loading forces along the edges of the plate are considered. The spectral method is developed for the discretization of the boundary value problems. A parametric analysis of compressive and tensile loadings is given. Bifurcation phenomena of the solution of the equations are explored. The iterative scheme with the path-following algorithm is employed to solve the resulting system of nonlinear algebraic equations. Numerical results are presented.Παρουσιάστη...
The free-vibration characteristics of rectangular thick plates resting on elastic foundations have b...
A thin flat rectangular plate supported on its edges and subjected to in-plane loading exhibits stab...
The present paper achieves a semianalytical solution for the buckling and vibration of isotropic rec...
Summarization: Buckling of a von Kármán plate unilaterally connected with an elastic, Winkler-type, ...
Summarization: A dynamic generalized nonlinear model for an elastic plate involving contact and buc...
ABSTRACT: This paper uses a mathematical method to develop an analytical solution to the local buckl...
This paper details an analytical study on the contact buckling problem of infinite profiled skin she...
Summarization: The unilateral contact problem for the von Kármán plate including postbuckling is num...
This paper details an analytical study on the contact buckling problem of infinite profiled skin she...
Summarization: In the present paper a dynamic nonlinear model with contact and buckling for an elast...
AbstractIn this paper the von Kármán model for thin, elastic, infinite plate strip resting on a line...
AbstractA semi-analytical approach to the elastic nonlinear stability analysis of rectangular plates...
This paper presents analytical solutions for bending, buckling and free vibration analyses of isotro...
In this paper a spectral method and a numerical continuation algorithm for solving eigenvalue proble...
This article describes numerical procedures for analysis of flexible rectangular plates lying on ela...
The free-vibration characteristics of rectangular thick plates resting on elastic foundations have b...
A thin flat rectangular plate supported on its edges and subjected to in-plane loading exhibits stab...
The present paper achieves a semianalytical solution for the buckling and vibration of isotropic rec...
Summarization: Buckling of a von Kármán plate unilaterally connected with an elastic, Winkler-type, ...
Summarization: A dynamic generalized nonlinear model for an elastic plate involving contact and buc...
ABSTRACT: This paper uses a mathematical method to develop an analytical solution to the local buckl...
This paper details an analytical study on the contact buckling problem of infinite profiled skin she...
Summarization: The unilateral contact problem for the von Kármán plate including postbuckling is num...
This paper details an analytical study on the contact buckling problem of infinite profiled skin she...
Summarization: In the present paper a dynamic nonlinear model with contact and buckling for an elast...
AbstractIn this paper the von Kármán model for thin, elastic, infinite plate strip resting on a line...
AbstractA semi-analytical approach to the elastic nonlinear stability analysis of rectangular plates...
This paper presents analytical solutions for bending, buckling and free vibration analyses of isotro...
In this paper a spectral method and a numerical continuation algorithm for solving eigenvalue proble...
This article describes numerical procedures for analysis of flexible rectangular plates lying on ela...
The free-vibration characteristics of rectangular thick plates resting on elastic foundations have b...
A thin flat rectangular plate supported on its edges and subjected to in-plane loading exhibits stab...
The present paper achieves a semianalytical solution for the buckling and vibration of isotropic rec...