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Solution Methods for Beam and Frames on (梁和框架解决方案方法)
Solution Methods for Beam and Frames on Elastic Foundation
Using the Finite Element Method
Spôsoby riešenie nosníkov a rámov na pružnom podklade
pomocou metódy konečných prvkov
Roland JANČO1
Abstract: This paper contains numerical methods for the solution of plane beams and frames on elastic foundation.
In the first case, the solution is based on beam elements BEAM54 (ANSYS software) and the derivation of the
stiffness matrix of the element is presented. The second approach uses a beam element with a contact element with
the description of the derivation of the stiffness matrix for the frame on elastic foundation. Both solutions are
compared with theoretical solutions. In conclusions, the influence of the number of divisions of the beam element
on the accuracy of the solution is shown.
Abstrakt: Príspevok obsahuje numerické spôsoby riešenia rovinných nosníkov a rámov na pružnom podklade.
V prvom prípade na riešenie je použitý nosníkový prvok BEAM54 (program ANSYS) a odvodení matice tuhosti
tohto prvku je uvedené. Druhý prístup je použitím nosníkového prvku s kontaktným prvkom aj s odvodením matice
tuhosti. Oba spôsoby riešenia sú porovnané s teoretickým riešením. V závere je ukázaný aj vplyv delenia nosníka
na prvku na presnosť riešenia.
Keywords: elastic (Winklers) foundation, Finite Element Method, beam element, mechanical contact
Klíčová slova: pružný (Winklerov) podklad, metóda konečných prvkov, nosníkový prvok, mechanický kontakt
1. Introduction
Solutions of the frames and beams on elastic foundation often occur in many practical
cases. For example, solution of building frames and constructions, buried gas pipeline systems
and in design of railway tracks for railway transport, etc.
Solution of beam on elastic founda
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