Nonlinear Dynamics

, Volume 84, Issue 3, pp 1289–1302 | Cite as

Implicit controllable high-frequency dissipative scheme for nonlinear dynamics of 2D geometrically exact beam

  • S. Mamouri
  • R. Kouli
  • A. Benzegaou
  • A. Ibrahimbegovic
Original Paper
  • 191 Downloads

Abstract

In this work, we propose improvements of stability and robustness of time-integration energy conserving schemes for nonlinear dynamics of shear-deformable geometrically exact planar beam. The finite element model leads to a set of stiff differential equations to the large difference in bending versus shear or axial stiffness. The proposed scheme is based upon the energy conserving scheme for 2D geometrically exact beam. The scheme introduces desirable properties of controllable energy decay in higher modes. Several numerical simulations are presented to illustrate the performance of the decaying energy enhancements and overall stability and robustness of the proposed schemes.

Keywords

Dynamic Geometrically exact beam Conserving energy Decay energy 

References

  1. 1.
    Ibrahimbegovic, A., Mamouri, S.: Nonlinear dynamics of flexible beams in planar motion: formulation and time-stepping scheme for stiff problems. Comput. Struct. 70, 1–22 (1999)CrossRefMATHGoogle Scholar
  2. 2.
    Ibrahimbegovic, A., Mamouri, S.: Energy conserving/decaying implicit time-stepping scheme for nonlinear dynamics of three-dimensional beams undergoing finite rotations Comput. Methods Appl. Mech. Engrg. 191, 4241–4258 (2002)CrossRefMATHGoogle Scholar
  3. 3.
    Gams, M., Planinc, I., Saje, M.: Energy conserving time integration scheme for geometrically exact beam Comput. Methods Appl. Mech. Engrg. 196, 2117–212 (2007)MathSciNetCrossRefMATHGoogle Scholar
  4. 4.
    Bathe, K.J.: Conserving energy and momentum in nonlinear dynamics: a simple implicit time integration scheme. Comput. Struct. 85, 437–445 (2007)MathSciNetCrossRefGoogle Scholar
  5. 5.
    Bathe, K.J., Nooh, G.: Insight into an implicit time integration scheme for structural dynamics. Comput. Struct. 98–99, 1–6 (2012)CrossRefGoogle Scholar
  6. 6.
    Armero, F., Romero, I.: On the formulation of high-frequency dissipative time-stepping algorithms for nonlinear dynamics. Part I: low-order methods for two model problems and nonlinear elastodynamics. Comput. Methods Appl. Mech. Engrg. 190, 2603–2649 (2001)MathSciNetCrossRefMATHGoogle Scholar
  7. 7.
    Armero, F., Romero, I.: On the formulation of high-frequency dissipative time-stepping algorithms for nonlinear dynamics. Part II: second-order methods. Comput. Methods Appl. Mech. Engrg. 190, 6783–6824 (2001)MathSciNetCrossRefMATHGoogle Scholar
  8. 8.
    Sansour, C., Nguyen, T.L., Hjiaj, M.: An energy-momentum method for in-plane geometrically exact Euler-Bernoulli beam dynamics. Int. J. Numer. Meth. Engng. 102, 99–134 (2015)MathSciNetCrossRefGoogle Scholar
  9. 9.
    Newmark, N.M.: A method of computation for structural dynamics. J. Eng. Mech. Div. ASCE 85, 67–94 (1959)Google Scholar
  10. 10.
    Crisfield, M.A., Shi, J.: An energy conserving co-rotational procedure for non-linear dynamics with finite elements. Nonlinear Dyn. 9, 37–52 (1996)CrossRefGoogle Scholar
  11. 11.
    Weiss, H.: Dynamics of geometrically nonlinear rods: II. Numer. Methods Comput. Ex. Nonlinear Dyn. 30, 383–415 (2002)MATHGoogle Scholar
  12. 12.
    Hilber, H.M., Hughes, T.J.R., Taylor, R.L.: Improved numerical dissipation for time integration algorithms in structural dynamics. Earthq. Eng. Struct. Dyn. 5, 282–292 (1977)Google Scholar
  13. 13.
    Bauchau, O.A., Damilano, G., Theron, N.J.: Numerical integration of non-linear elastic multi-body systems. Int. J. Numer. Methods Engrg. 38, 2737–2751 (1995)MathSciNetCrossRefMATHGoogle Scholar
  14. 14.
    Bauchau, O.A., Joo, T.: Computational schemes for non-linear elastodynamics. Int. J. Numer. Methods Engrg. 45, 693–719 (1999)MathSciNetCrossRefMATHGoogle Scholar
  15. 15.
    Belytschko, T., Lin, W.K., Moran, B.: Nonlinear Finite Elements for Continua and Structures. Wiley, New York (2000). p. 650MATHGoogle Scholar
  16. 16.
    Géradin, M., Cardona, A.: Flexible Multibody Dynamics. A Finite Element Approach. Wiley, New York (2001)Google Scholar
  17. 17.
    Kuhl, D., Crisfield, M.A.: Energy conserving and decaying algorithms in non-linear structural dynamics. Int. J. Numer. Methods Engrg. 45, 569–599 (1999)MathSciNetCrossRefMATHGoogle Scholar
  18. 18.
    Chung, J., Hulbert, G.: A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized a method. ASME J. Appl. Mech. 60, 371–375 (1993)MathSciNetCrossRefMATHGoogle Scholar
  19. 19.
    Betsch, P., Steinmann, P.: Inherently energy conserving time finite elements for classical mechanics. J. Comput. Phys. 160, 88–116 (2000)MathSciNetCrossRefMATHGoogle Scholar
  20. 20.
    Bottasso, C.L., Borri, M.: Integrating finite rotations. Comput. Methods Appl. Mech. Engrg. 164, 307–331 (1998)MathSciNetCrossRefMATHGoogle Scholar
  21. 21.
    Hughes, T.J.R.: The Finite Element Method. Prentice Hall, Englewood Cliffs, NJ (1992)Google Scholar
  22. 22.
    Crisfield, M., Shi, J.: co-rotational element/time-integration strategy for non-linear dynamics. Int J. Numer. Methods Engng. 37, 1897–1913 (1994)MathSciNetCrossRefMATHGoogle Scholar
  23. 23.
    Korelc, J.: Automatic generation of finite-element code by simultaneous optimization of expressions. Theor. Comput. Sci. 187, 231–248 (1997)CrossRefMATHGoogle Scholar
  24. 24.
    Crisfield, M.A., Galvanetto, U., Jelenić, G.: Dynamics of 3D corotational beams. Comput. Mech. 20, 507–519 (1997)CrossRefMATHGoogle Scholar
  25. 25.
    Simo, J.C., Tarnow, N., Doblare, M.: Nonlinear dynamics of three-dimensional rods: exact energy and momentum conserving algorithm. Int. J. Numer. Meth. Engrg. 38, 1431–1473 (1995)MathSciNetCrossRefMATHGoogle Scholar
  26. 26.
    Kuhl, D., Ramm, E.: Generalized energy-momentum method for nonlinear adaptive shell dynamics. Int. J. Numer. Methods Engrg. 178, 343–366 (1999)Google Scholar
  27. 27.
    Bauchau, O.A., Theron, N.J.: Energy decaying scheme for nonlinear elastic multi-body systems. Comput. Struct. 59, 317–331 (1996)CrossRefMATHGoogle Scholar
  28. 28.
    Bauchau, O.A., Theron, N.J.: Energy decaying scheme for nonlinear beam model. Comput. Methods Appl. Mech. Engrg. 134, 37–56 (1996)MathSciNetCrossRefMATHGoogle Scholar
  29. 29.
    Bottasso, C.L., Bauchau, O.A., Choi, J.Y.: An energy decaying scheme for nonlinear dynamics of shells. Comput. Methods Appl. Mech. Engrg. 191, 3099–3121 (2002)MathSciNetCrossRefMATHGoogle Scholar
  30. 30.
    Bottasso, C.L., Borri, M., Trainelli, L.: Integration of elastic multi body systems by invariant conserving/dissipating algorithms. Part II:numerical schemes and applications. Comput. Methods Appl. Mech. Engrg. 190, 3701–3733 (2001)MathSciNetCrossRefMATHGoogle Scholar
  31. 31.
    Gams, M., Planinc, I., Saje, M.: A heuristic viscosity-type dissipation for high frequency oscillation damping in time integration algorithms. Comput. Mech. 41, 17–29 (2007)CrossRefMATHGoogle Scholar
  32. 32.
    Riessner, E.: On one-dimensional finite strain theory: the plane problem. J. Appl. Math. Phys. 23, 795–804 (1972)CrossRefGoogle Scholar
  33. 33.
    Ibrahimbegovic, A.: François Frey: finite element analysis of linear and non linear planar deformation of elastic initially curved beams. Int. J. Numer. Methods Eng. 36, 3239–3258 (1993)MathSciNetCrossRefMATHGoogle Scholar
  34. 34.
    Hairier, E., Wanner, G.: Solving Ordinary Differential Equations II: Stiff and Differential-Algebraic Problems. Springer, Berlin (1991)CrossRefGoogle Scholar
  35. 35.
    Zienkiewicz, O.C., Taylor, R.L.: The Finite Element Method, vol. I, II and III. Butterworth Heinemann, London (2000)MATHGoogle Scholar
  36. 36.
    Ibrahimbegovic, A., Almikdad, M.: Finite rotations in dynamics of beams and implicit time-stepping schemes. Int. J. Numer. Meth. Engrg. 40, 781–814 (1998)MathSciNetCrossRefMATHGoogle Scholar
  37. 37.
    Ibrahimbegovic, A., Mamouri, S.: On rigid components and joint constraints in nonlinear dynamics of flexible multibody systems employing 3D geometrically exact beam model. Comput. Methods Appl. Mech. Engrg. 188, 805–831 (2000)CrossRefMATHGoogle Scholar
  38. 38.
    Simo, J.C., Vu-Quoc, L.: On the dynamics of flexible beams under large overall motions—the plane case: part I and part II. ASME J. Appl. Mech. 53, 849–854 (1986)CrossRefMATHGoogle Scholar
  39. 39.
    Hsiao, K., Jang, J.: Dynamic analysis of planar flexible mechanisms byco-rotational formulation. Comput. Methods Appl. Mech. Engrg. 87, 1–14 (1991)CrossRefMATHGoogle Scholar

Copyright information

© Springer Science+Business Media Dordrecht 2015

Authors and Affiliations

  • S. Mamouri
    • 1
  • R. Kouli
    • 1
  • A. Benzegaou
    • 2
  • A. Ibrahimbegovic
    • 3
  1. 1.LMSUniversity of Tahri Mohamed BecharBécharAlgeria
  2. 2.L2MEUniversity of Tahri Mohamed BecharBécharAlgeria
  3. 3.Laboratoire Roberval de Mécanique (CNRS UMR7337), Centre de Recherche RoyallieuSorbonne Universités / Université de Technologie de CompiègneCompiègneFrance

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