Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement
, y | 07 mar 2016
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Publicado en línea: 07 mar 2016
Páginas: 52 - 56
DOI: https://doi.org/10.1515/acss-2015-0019
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© 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.