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GENERALIZED FINITE ELEMENT METHOD FOR VIBRATION ANALYSIS OF BARS

Arndt, M. ; Torii, A. J. ; Machado, R. D. ; Scremin, A. ;

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The vibration analysis is an important stage in the design of mechanical systems and structures subject to dynamic loads like wind and earthquake. The Finite Element Method (FEM) is commonly used in vibration analysis and its approximated solution can be improved using two refinement techniques: h and p-versions. The h-version of FEM gives good results for the lowest frequencies but demands great computational cost to work up the accuracy for the higher frequencies. The accuracy of the FEM can be improved applying the polynomial p refinement. Some enriched methods based on the FEM have been developed in last 20 years seeking to increase the accuracy of the solutions for the higher frequencies with lower computational cost. The purpose of this paper is to present a formulation of the Generalized Finite Element Method (GFEM) to free and transient vibration analysis of bars. The Generalized Finite Element Method is developed by enriching the standard Finite Element Method space, whose basis performs a partition of unity, with knowledge about the differential equation being solved. The proposed method combines the best features of GFEM and enriched methods: (a) efficiency, (b) hierarchical refinements and (c) the introduction of boundary conditions following the standard finite element procedure. In addition the enrichment functions are easily obtained. The main features of the GFEM are discussed and the partition of unity functions and the local approximation spaces are presented. The efficiency and convergence of the proposed method for vibration analysis of bars are checked. The results obtained by the GFEM are compared with those obtained by the analytical solution, some enriched methods and the h and p versions of the Finite Element Method

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Palavras-chave: Generalized finite element method, Dynamic analysis, Vibration analysis, Partition of unity.,

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DOI: 10.5151/meceng-wccm2012-18449

Referências bibliográficas
  • [1] Arndt M., Machado R. D., Scremin A., “An adaptive generalized finite element method applied to free vibration analysis of straight bars and trusses”. J. of Sound and Vibration, 329, 659–672, 2010.
  • [2] Babuska I., Banerjee U., Osborn J. E., “Generalized finite element methods: main ideas, results, and perspective”. Technical Report 04-08, TICAM, University of Texas at Austin, 2004
  • [3] Bathe K. Finite element procedures. New Jersey: Prentice Hall, 1996.
  • [4] De S., Bathe K. J., “The method of finite spheres with improved numerical integration”. Computers and Structures, 79, 2183-2196, 2001.
  • [5] De Bel E., Villon P., Bouillard Ph., “Forced vibrations in the medium frequency range solved by a partition of unity method with local information”. Int. J. for Numerical Methods in Engineering, Vol. 62, 1105-1126, 2005
  • [6] Duarte C. A., Babuska I., Oden, J. T., “Generalized finite element methods for threedimensional structural mechanics problems”. Computers and Structures, 77, 215-232, 2000.
  • [7] Duarte C. A., Oden J. T., “An h-p adaptive method using clouds”. Computer Methods in Applied Mechanics and Engineering, 139, 237-262, 1996.
  • [8] Engels R. C., “Finite element modeling of dynamic behavior of some basic structural members”. J. of Vibration and Acoustics, 114, 3-9, 1992.
  • [9] Ganesan N., Engels R. C., “Hierarchical Bernoulli-Euller beam finite elements”. Computers Andamp; Structures, 43, 297-304, 1992.
  • [10] Hazard L., Bouillard P., “Structural dynamics of viscoelastic sandwich plates by the partition of unity finite element method”. Computer Methods in Applied Mechanics and Engineering, 196, 4101-4116, 2007.
  • [11] Leung A. Y. T., Chan J. K. W., “Fourier p-element for the analysis of beams and plates”. J. of Sound and Vibration, 212, 179-185, 1998.
  • [12] Lu Z. R., Law S. S., “Discussions on composite element method for vibration analysis of structure”. J. of Sound and Vibration, 305, 357-361, 2007.
  • [13] Melenk J. M., Babuska I., “The partition of unity finite element method: basic theory and applications”. Computer Methods in Applied Mechanics and Engineering, 139, 289- 314, 1996.
  • [14] Oden J. T., Duarte C. A. M., Zienkiewicz O. C., “A new cloud-based hp finite element method”. Computer Methods in Applied Mechanics and Engineering, 153, 117-126, 1998.
  • [15] Pinchover Y., Rubinstein J., An introduction to partial differential equations. Cambridge: Cambridge University Press, 2005.
  • [16] Schweitzer M. A., “An adaptive hp-version of the multilevel particle-partition of unity method”. Computer Methods in Applied Mechanics and Engineering, 198, 1260-1272, 2009.
  • [17] Strouboulis T., Babuska I., Copps K., “The design and analysis of the generalized finite element method”. Computer Methods in Applied Mechanics and Engineering, 181, 43-69, 2000.
  • [18] Strouboulis T., Copps K., Babuska I., “The generalized finite element method”. Computer Methods in Applied Mechanics and Engineering, 190, 4081-4193, 2001.
  • [19] Strouboulis T., Zhang L., Wang D., Babuska I., “A posteriori error estimation for generalized finite element methods”. Computer Methods in Applied Mechanics and Engineering, 195, 852-879, 2006.
  • [20] Sukumar N., Chopp D. L., Moes N., Belytschko T., “Modeling holes and inclusions by level sets in the extended finite-element method”. Computer Methods in Applied Mechanics and Engineering, 190, 6183-6200, 2001.
  • [21] Sukumar N., Moes N., Moran B., Belytschko T., “Extended finite element method for three-dimensional crack modeling”. Int. J. for Numerical Methods in Engineering, 48, 1549-1570, 2000.
  • [22] Torii A.J., Machado R.D. “Transient dynamic structural analysis of bars and trusses using the generalized finite element method”. Mecánica Computacional. 24:1861–1877, 2010.
  • [23] Zeng P., “Composite element method for vibration analysis of structures, part I: principle and C0 element (bar)”. J. of Sound and Vibration, 218, 619-658, 1998.
  • [24] Zeng P., “Composite element method for vibration analysis of structures, part II: C1 element (beam)”. J. of Sound and Vibration, 218, 659-696, 1998.
Como citar:

Arndt, M.; Torii, A. J.; Machado, R. D.; Scremin, A.; "GENERALIZED FINITE ELEMENT METHOD FOR VIBRATION ANALYSIS OF BARS", p. 1496-1513 . In: In Proceedings of the 10th World Congress on Computational Mechanics [= Blucher Mechanical Engineering Proceedings, v. 1, n. 1]. São Paulo: Blucher, 2014.
ISSN 2358-0828, DOI 10.5151/meceng-wccm2012-18449

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