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On a Dual Method to a Beam Problem with a Unilateral Elastic Subsoil of Winkler´s Type
The mathematical model of a beam on a unilateral elastic subsoil of Winkler´s type is considered in the paper. Such problems is nonlinear and semicoercive. The dual formulation of the problem is derived and analysed....
BA - Obecná matematika
- 2007 •
- D
Rok uplatnění
D - Stať ve sborníku
Mathematical model of a class of non-linear subsoil of Winkler type: I. Continuous case
problems representing models of unilateral non-linear subsoils. ConditionsThe mathematical model of pseudointeractive set: elastic body (plate, beam) and subsoil for special class of linear and non-linear response function...
BA - Obecná matematika
- 2005 •
- D
Rok uplatnění
D - Stať ve sborníku
Mathematical Model of Pseudointeractive set: 1D Body on Non-linear Subsoil - I. Theoretical Aspects
lying on a 'unilateral' subsoil defined by non-linear response function. ExtraMathematical model of pseudointeractive set of an elastic body (beam, plate) and subsoil for a special class of linear and non-linear response f...
BA - Obecná matematika
- 2007 •
- Jx
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
Bending of Beam with Free Ends on Non-linear Subsoil
A semi-coercive problem with a beam on a unilateral elastic subsoil of Winkler type is investigated in the contribution. Firstly, the existence, the uniqueness and the continuous dependence on data of the problem solution are discus...
BA - Obecná matematika
- 2010 •
- D
Rok uplatnění
D - Stať ve sborníku
Numerical illustration of theoretical results for non-linear semi-coercive beam problem
The semi-coercive problem of a beam on a unilateral elastic subsoil of Winkler's type is considered. The aim of this contribution is numerically illustrate some basic results of the problem, which are summarised in the contribution....
BA - Obecná matematika
- 2008 •
- D
Rok uplatnění
D - Stať ve sborníku
Modelling of pseudointeractive set within framework of coupled thermoelasticity theory
representing models of unilateral non-linear subsoil having kept some degrees ofMathematical model of special pseudointeractive set: elastic body-subsoil, with restriction to a class of linear and non-linear response funct...
BA - Obecná matematika
- 2005 •
- D
Rok uplatnění
D - Stať ve sborníku
Mathematical Model of Non-linear Response
Mechanical and mathematical model of the nonlinear subsoil and support response representing unilateral continuous bearing stratum or elastic bucket spring imbedded on the prefect rigid foundation has been introduced. Contrary of th...
BA - Obecná matematika
- 2010 •
- D
Rok uplatnění
D - Stať ve sborníku
Numerical Modelling of Semi-Coercive Beam Problem with Unilateral Elastic Subsoil of Winkler's Type
A non-linear semi-coercive beam problem is solved in this article. Suitable numerical methods are presented and their uniform convergence properties with respect to the finite element discretization parameter are proved here. The methods are based on...
BA - Obecná matematika
- 2010 •
- Jx
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
Unirateral Elastic subsoil of Winklerś type: Semi-coercive beam problem
The mathematical model of a beam on a unilateral elastic subsoil of Winkler?s type and with free ends is considered. Such a problem is non-linear and semi-coercive. The additional assumptions on the beam load ensuring the problem so...
BA - Obecná matematika
- 2008 •
- Jx
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
Numerical modelling of nonlinear interactive system beam - springs - foundation
representing models of unilateral non-linear subsoil having kept some degrees ofMathematical model of special pseudointeractive set: elastic body-subsoil, with restriction to a class of linear and non-linear response funct...
BA - Obecná matematika
- 2005 •
- D
Rok uplatnění
D - Stať ve sborníku
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