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Symplectic system based analytical solution for bending of rectangular orthotropic plates on Winkler elastic foundation
Orthotropic plate Symplectic space Winkler elastic foundation Analytical solution
2012/2/28
This paper analyses the bending of rectangular orthotropic plates on a Winkler elastic foundation. Appropriate definition of symplectic inner product and symplectic space formed by generalized displac...
Beams on Elastic Foundation. The Simplified Continuum Approach
Beams elastic foundations Winkler foundation Vlasov foundation two-parameter elastic foundation EBBEF2p computer code
2010/8/18
The key aspect in the design of flexible structural elements in contact with bearing soils is the way in which soil reaction, referred to qualitatively as soil’s reactive pressure (p), is assumed or a...
Numerical analysis of beams on unilateral elastic foundation
Analysis and modelling Computational mechanics Finite element method
2009/12/2
Purpose: The main issue of this paper is to present results of finite element analysis of beams elements on
unilateral elastic foundation received with a use of special finite elements of zero thickn...
Beam Elements on Linear Variable Two-Parameter Elastic Foundation
Beams Elastic Foundations Finite Element Method
2010/8/18
The traditional way to overcome the shortcomings of the Winkler foundation model is to incorporate spring coupling by assemblages of mechanical elements such as springs, flexural elements (beams in on...
A Finite Element Study of the Bending Behavior of Beams Resting on Two-Parameter Elastic Foundation
the Bending Behavior of Beams Two-Parameter Elastic Foundation
2010/8/18
Although the Winkler’s model is a poor representation of the many practical subgrade or subbase materials, it is widely used in soil-structure problems for almost one and a half century. The foundatio...