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VALA, J. NĚMEC, I. VANĚČKOVÁ, A.
Original Title
Exact solution of a thick beam on Pasternak subsoil in finite element calculations
Type
journal article in Scopus
Language
English
Original Abstract
Advanced numerical analysis of structures forces the massive implementation of numerical algorithms, relying on certain convergence of sequences of discrete finite element and similar approximations in spaces of integrable functions, conceding non-physical discontinuities and imperfectness to all numerical results. This is demonstrated on a model example of a thick elastic beam on the 2-parametric Pasternak subsoil. A potential remedy, discussed in this paper, comes from the implementation of available knowledge of analytical solutions in standard variational formulations. The resulting sparse system of linear algebraic equations can be derived without any numerical differentiation; the numerical quadrature is limited to some integrals of explicitly known (MAPLE-generated) functions. Potential generalizations, including selected nonlinear problems, are sketched.
Keywords
Timoshenko beam; Pasternak foundation; Analytical solutions of ordinary differential equations; Finite element method;
Authors
VALA, J.; NĚMEC, I.; VANĚČKOVÁ, A.
Released
15. 11. 2021
Publisher
Elsevier
Location
Amsterdam
ISBN
0378-4754
Periodical
Mathematics and Computers in Simulation
Year of study
189
Number
11
State
Kingdom of the Netherlands
Pages from
36
Pages to
54
Pages count
19
URL
https://www.sciencedirect.com/science/article/pii/S0378475420301762?via%3Dihub
BibTex
@article{BUT167866, author="Jiří {Vala} and Ivan {Němec} and Adéla {Gálová}", title="Exact solution of a thick beam on Pasternak subsoil in finite element calculations", journal="Mathematics and Computers in Simulation", year="2021", volume="189", number="11", pages="36--54", doi="10.1016/j.matcom.2020.05.017", issn="0378-4754", url="https://www.sciencedirect.com/science/article/pii/S0378475420301762?via%3Dihub" }