Isogeometric analysis of free vibration of framed structures: comparative problems

Author:

Rauen Mateus,Machado Roberto Dalledone,Arndt Marcos

Abstract

Purpose The purpose of this paper is to check the efficiency of isogeometric analysis (IGA) by comparing its results with classical finite element method (FEM), generalized finite element method (GFEM) and other enriched versions of FEM through numerical examples of free vibration problems. Design/methodology/approach Since its conception, IGA was widely applied in several problems. In this paper, IGA is applied for free vibration of elastic rods, beams and trusses. The results are compared with FEM, GFEM and the enriched methods, concerning frequency spectra and convergence rates. Findings The results show advantages of IGA over FEM and GFEM in the frequency error spectra, mostly in the higher frequencies. Originality/value Isogeometric analysis shows a feasible tool in structural analysis, with emphasis for problems that requires a high amount of vibration modes.

Publisher

Emerald

Subject

Computational Theory and Mathematics,Computer Science Applications,General Engineering,Software

Reference35 articles.

1. Arndt, M. (2009), “O Método dos Elementos Finitos Generalizados Aplicado À Análise de Vibrações Livres de Estruturas Reticuladas”, PhD thesis, Programa de Pós-Graduação em Métodos Numéricos em Engenharia, Doutorado em Mtodo Numricos em Engenharia, Curitiba.

2. An introduction to the composite element method applied to free vibration analysis of trusses;Shock and Vibration,2002

3. The composite element method applied to free vibration analysis of trusses and beams;Applied Numerical Mathematics,2003

4. An adaptive generalized finite element method applied to free vibration analysis of straight bars and trusses;Journal of Sound and Vibration,2010

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