Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement
2015
Alexander Tsybenko,
Alexander Konyukhov,
Hanna Tsybenko
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.
Atslēgas vārdi
Finite element method (FEM), finite element (FE), superelement, set of equations FEM, element stiffness matrix, element compliance matrix, two-node superelement, beam FE.
DOI
10.1515/acss-2015-0019
Tsybenko, A., Konyukhov, A., Tsybenko, H. Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement. Applied Computer Systems. Nr.18, 2015, 52.-56.lpp. ISSN 2255-8683. e-ISSN 2255-8691. Pieejams: doi:10.1515/acss-2015-0019
Publikācijas valoda
English (en)