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VALA, J. NĚMEC, I. VANĚČKOVÁ, A.
Originální název
Exact solution of a thick beam on Pasternak subsoil in finite element calculations
Typ
článek v časopise ve Scopus, Jsc
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Timoshenko beam; Pasternak foundation; Analytical solutions of ordinary differential equations; Finite element method;
Autoři
VALA, J.; NĚMEC, I.; VANĚČKOVÁ, A.
Vydáno
15. 11. 2021
Nakladatel
Elsevier
Místo
Amsterdam
ISSN
0378-4754
Periodikum
Mathematics and Computers in Simulation
Ročník
189
Číslo
11
Stát
Nizozemsko
Strany od
36
Strany do
54
Strany počet
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" }