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Title: Unilateral elastic subsoil of Winkler's type: Semi-coercive beam problem (English)
Author: Sysala, Stanislav
Language: English
Journal: Applications of Mathematics
ISSN: 0862-7940 (print)
ISSN: 1572-9109 (online)
Volume: 53
Issue: 4
Year: 2008
Pages: 347-379
Summary lang: English
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Category: math
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Summary: 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 solvability are formulated and the existence, the uniqueness of the solution and the continuous dependence on the data are proved. The cases for which the solutions need not be stable with respect to the small changes of the load are described. The problem is approximated by the finite element method and the relation between the original problem and the family of approximated problems is analyzed. The error estimates are derived in dependence on the smoothness of the solution, the load and the discretization parameter of the partition. (English)
Keyword: non-linear subsoil of Winkler's type
Keyword: semi-coercive beam problem
Keyword: existence
Keyword: uniqueness
Keyword: continuous dependence on data
Keyword: finite element method
Keyword: numerical quadrature
MSC: 49K05
MSC: 49K15
MSC: 49K27
MSC: 49M25
MSC: 65D30
MSC: 74B20
MSC: 74K10
MSC: 74M15
MSC: 74S05
idZBL: Zbl 1199.49051
idMR: MR2433726
DOI: 10.1007/s10492-008-0030-0
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Date available: 2010-07-20T12:28:06Z
Last updated: 2020-07-02
Stable URL: http://hdl.handle.net/10338.dmlcz/140326
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Reference: [13] Sysala, S.: Problem with unilateral elastic subsoil of Winkler's type: Numerical methods.In: Proc 8th International Scientific Conference Applied Mechanics 2006, FAV ZČU Plzeň, Srní (2006), 85-86 Czech. MR 2433726
Reference: [14] Sysala, S.: On a dual method to a beam problem with a unilateral elastic subsoil of Winkler's type.In: Proc. Seminar on Numerical Analysis---SNA'07 Institute of Geonics AS CR Ostrava (2007), 95-100. MR 2433726
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