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Numerical Method for Determining Stiffness Characteristics of an Arbitrary Form Superelement


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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.

eISSN:
2255-8691
Language:
English