Abstract
The absolute nodal coordinate formulation has been recently extended to shear deformable beam or plate elements. This has been accomplished, in practice, by parameterizing the complete volume of the elements instead of a line or surface in the element kinematics description. In the absolute nodal coordinate formulation, the position of any point of the element volume is defined employing independent slope coordinates. The use of a large number of slope coordinates leads to unusual kinematic features that must be accounted for in order to avoid the element locking. This study demonstrates that the shear deformable element based on the absolute nodal coordinate formulation suffers from curvature thickness locking and shear locking in addition to the previously reported Poisson’s locking. Due to the tendency of locking, the use of the absolute nodal coordinate formulation can lead to elements with weak performance. In order to eliminate locking problems, this study introduces a new absolute nodal coordinate-based finite element. The introduced element uses redefined polynomial expansion together with a reduced integration procedure. The performance of the introduced element is studied by means of certain dynamic problems. The element exhibits a competent convergence rate and it does not suffer from the previously mentioned locking effects.
Similar content being viewed by others
References
Wasfy, T.M., Noor, A.K.: Computational strategies for flexible multibody systems. Appl. Mech. Rev. 56(6), 553–613 (2003)
Shabana, A.A., Hussien, H., Escalona, J.L.: Application of the absolute nodal coordinate formulation to large rotation and large deformation problems. ASME J. Mech. Des. 120, 188–195 (1998)
Berzeri, M., Shabana, A.A.: Development of simple models for the elastic forces in the absolute nodal co-ordinate formulation. J. Sound Vib. 235(4), 539–565 (2000)
Omar, M., Shabana, A.A.: A two-dimensional shear deformable beam for large rotation and deformation problems. J. Sound Vib. 243(3), 565–576 (2001)
Shabana, A.A., Yakoub, R.Y.: Three dimensional absolute nodal coordinate formulation for beam elements: theory. ASME J. Mech. Des. 123, 606–613 (2001)
Yakoub, R.Y., Shabana, A.A.: Three dimensional absolute nodal coordinate formulation for beam elements: implementation and applications. ASME J. Mech. Des. 123, 614–621 (2001)
Shabana, A.A.: Finite element incremental approach and exact rigid body inertia. ASME J. Mech. Des. 118, 171–178 (1996)
Escalona, J.L., Hussien, H., Shabana, A.A.: Application of the absolute nodal coordinate formulation to multibody system dynamics. J. Sound Vib. 214, 833–851 (1998)
Berzeri, M., Campanelli, M., Shabana, A.A.: Definition of the elastic forces in the finite-element absolute nodal coordinate formulation and the floating frame of reference formulation. Multibody Syst. Dyn. 5, 21–54 (2001)
Mikkola, A., Shabana, A.A.: A non-incremental finite element procedure for the analysis of large deformation of plates and shells in mechanical system applications. Multibody Syst. Dyn. 9, 283–309 (2003)
Von Dombrowski, S.: Analysis of large flexible body deformation in multibody systems using absolute coordinates. Multibody Syst. Dyn. 8, 409–432 (2002)
Bathe, K.J.: Finite Element Procedures. Prentice-Hall, Englewood Cliffs, NJ (1996)
García-Vallejo, D., Mayo, J., Escalona, J.L., Domínguez, J.: Efficient evaluation of the elastic forces and the Jacobian in the absolute nodal coordinate formulation. Nonlinear Dyn. 35, 313–329 (2004)
Sopanen, J.T., Mikkola, A.: Description of elastic forces in absolute nodal coordinate formulation. Nonlinear Dyn. 34(1), 53–74 (2003)
Kerkkänen, K.S., Sopanen, J.T., Mikkola, A.: A linear beam finite element based on the absolute nodal coordinate formulation. J. Mech. Des. 127, 621–630 (2005)
Dufva, K., Sopanen, J.T., Mikkola, A.: A two-dimensional shear deformable beam element based on the absolute nodal coordinate formulation. J. Sound Vib. 280, 719–738 (2005)
Dufva, K., Sopanen, J.T., Mikkola A.: Three-dimensional beam element based on a cross-sectional coordinate system approach. Nonlinear Dyn. 43(4), 311–327 (2006)
Schwab, A.L., Meijaard, J.P.: Comparison of three-dimensional flexible beam elements for dynamic analysis: finite element method and absolute nodal coordinate formulation. In: Proceedings of IDETC/CIE 2005, September 24–28, Long Beach, CA (2005)
García-Vallejo, D., Valverde, J., Domínguez, J.: An internal damping model for the absolute nodal coordinate formulation. Nonlinear Dyn. 42(4), 347–369 (2005)
Sugiyama, H., Shabana, A.A.: Application of plasticity theory and absolute nodal coordinate formulation to flexible multibody system dynamics. J. Mech. Des. 126, 478–487 (2004)
Sugiyama, H., Escalona, J., Shabana, A.A.: Formulation of three-dimensional joint constraints using the absolute nodal coordinates. Nonlinear Dyn. 31, 167–195 (2003)
Shabana, A.A., Mikkola, A.: Use of the finite element absolute nodal coordinate formulation in modelling slope discontinuity. ASME J. Mech. Des. 125, 342–350 (2003)
Seo, J., Suguyama, H., Shabana, A.A.: Modeling pantograph/catenary interactions for multibody railroad vehicle systems. In: Proceedings of the Multibody Dynamics 2005, ECCOMAS Thematic Conference, June 21–24, Madrid, Spain (2005)
Kerkkänen, K., Garcia-Vallejo, D., Mikkola A.: Modeling of belt-drives using a large deformation finite element formulation. Nonlinear Dyn. 43(3), 239–256 (2006)
Cook, R.D., Malkus, D.S., Plesha, M.E., Witt, R.J.: Concepts and Applications of Finite Element Analysis, 4th edn. Wiley, New York (2002)
ABAQUS Theory Manual. Hibbit, Karlsson and Sorensen, Providence, RI (2004)
García-Vallejo, D., Sugiyama, H., Shabana, A.A.: Finite element analysis of the geometric stiffening effect. Part 1: A correction in the floating frame of reference formulation. Proc. IMechE J. Multibody Dyn. 219, 187–202 (2005)
García-Vallejo, D., Sugiyama, H., Shabana, A.A.: Finite element analysis of the geometric stiffening effect. Part 2: Non-linear elasticity. Proc. IMechE J. Multibody Dyn. 219, 203–211 (2005)
Simo, J.C., Vu-Quoc, L.: The role of non-linear theories in transient dynamic analysis of flexible structures. J. Sound Vib. 119(3), 487–508 (1987)
Wu, S.C., Haug, J.: Geometric non-linear substructuring for dynamic of flexible mechanical systems. Int. J. Numer. Methods Eng. 26, 2211–2226 (1998)
Mayo, J.M., García-Vallejo, D., Domínguez, J.: Study of the geometric stiffening effect: comparison of different formulations. Multibody Syst. Dyn. 11, 321–341 (2004)
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
García-Vallejo, D., Mikkola, A.M. & Escalona, J.L. A new locking-free shear deformable finite element based on absolute nodal coordinates. Nonlinear Dyn 50, 249–264 (2007). https://doi.org/10.1007/s11071-006-9155-4
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11071-006-9155-4