Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement
, und | 07. März 2016
Online veröffentlicht: 07. März 2016
Seitenbereich: 52 - 56
DOI: https://doi.org/10.1515/acss-2015-0019
Schlüsselwörter
© 2015 Riga Technical University
This article is distributed under the terms of the Creative Commons Attribution 4.0 Public License.
As part of the superelement approximation technology for fragments (subsystems) of the analyzed structures, a numerical method of determining the characteristics of arbitrary type superelements was developed. The examples of simulation models with two-node superelements demonstrated the efficacy of the method in the structural analysis of elastic systems.