<abstract xmlns="http://www.w3.org/1999/xhtml"><p>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.</p></abstract>

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.

Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement

National Technical University of Ukraine “Kyiv Polytechnic Institute”, Ukraine

Applied Computer Systems

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...

Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement

Publicado en línea: 07 mar 2016

Páginas: 52 - 56

DOI: https://doi.org/10.1515/acss-2015-0019

Palabras clave
Finite element method (FEM), finite element (FE), superelement, set of equations FEM, element stiffness matrix, element compliance matrix, two-node superelement, beam FE

© 2015 Riga Technical University

This article is distributed under the terms of the Creative Commons Attribution 4.0 Public License.

Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement

Publicado en línea: 07 mar 2016

Páginas: 52 - 56

DOI: https://doi.org/10.1515/acss-2015-0019

Palabras claveFinite element method (FEM), finite element (FE), superelement, set of equations FEM, element stiffness matrix, element compliance matrix, two-node superelement, beam FE

© 2015 Riga Technical University

This article is distributed under the terms of the Creative Commons Attribution 4.0 Public License.

Palabras clave
Finite element method (FEM), finite element (FE), superelement, set of equations FEM, element stiffness matrix, element compliance matrix, two-node superelement, beam FE