Beam Element Considering the Warping Effect of Cross Section in Large Displacement Finite Element Analysis

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A simple two-dimensional shear deformable finite beam element is developed in order to examine the effect of the high order interpolation on the modes of deformation of the beam cross section using the ANCF finite element. The new element allows for effect of warping that cannot be captured using previously introduced ANCF beam elements, and relaxes the assumption of planar cross section. The displacement field of the new element is assumed to be cubic in the axial direction and quadratic in the transverse direction. Using this displacement field, new shape functions are formulated and include the quadratic of the transverse direction instead of the linear expression. The displacement gradient and transverse strain component obtained using the new higher order element are introduced. Numerical example is presented in order to compare the results obtained using the new finite element and the results obtained using previously developed ANCF finite element. The results reveal that the cross section remains as a curve surface not a planar one.

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958-963

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January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Omar, M.A., and Shabana, A.A.: A Two-Dimensional Shear Deformable Beam for Large Rotation and Deformation Problems, Journal of Sound and Vibration, 243 (3) (2001), pp.565-576.

DOI: 10.1006/jsvi.2000.3416

Google Scholar

[2] Sugiyama, H., and Suda, Y.: Non-linear Elastic Ring Tyre Model Using the Absolute Nodal Coordinate Formulation, Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics (2009), pp.211-219.

DOI: 10.1243/14644193jmbd184

Google Scholar

[3] Tian, Q., Zhang, Y. etc.: Simulation of Planar Flexible Multibody Systems with Clearance and Lubricated Revolute Joints, Nonlinear Dynamics, 60(4) (2010), pp.489-511.

DOI: 10.1007/s11071-009-9610-0

Google Scholar

[4] Dufva, K., Sopanen, J.T., and Mikkola, A.: A Two-Dimensional Shear Deformable Beam Element Based on the Absolute Nodal Coordinate Formulation, Journal of Sound and Vibration, 280(3-5) (2005), pp.719-738.

DOI: 10.1016/j.jsv.2003.12.044

Google Scholar

[5] Gerstmayr, J. and Irschik, H: On the Correct Representation of Bending and Axial Deformation in the Absolute Nodal Coordinate Formulation with an Elastic Line Approach, Journal of Sound and Vibration, 318(3) (2008), pp.461-487.

DOI: 10.1016/j.jsv.2008.04.019

Google Scholar

[6] Abbas, L.K., Rui, X., and Hammoudi, Z.S.: Plate/Shell Element of Variable Thickness Based on the Absolute Nodal Coordinate Formulation, IMechE Journal of Multibody Dynamics, 224 (2010), Part K, pp.127-141.

DOI: 10.1243/14644193jmbd244

Google Scholar

[7] Aki Mikkola, Oleg Dmitrochenko, Mark Matikainen: Inclusion of Transverse Shear Deformation in a Beam Element Based on the Absolute Nodal Coordinate Formulation, Journal of Computational and Nonlinear Dynamics, 4(1) (2009), pp.011004-9.

DOI: 10.1115/1.3007907

Google Scholar

[8] Shabana, A. A: Computer Implementation of the Absolute Nodal Coordinate Formulation for Flexible Multibody Dynamics, Nonlinear Dynamics, 16 (1998), pp.293-306.

Google Scholar

[9] Kimmo S. Kerkkanen, Jussi T. Sopanen, Aki, M. Mikkola: A Linear Beam Finite Element Based on the Absolute Nodal Coordinate Formulation, Journal of Mechanical Design, 127(4) (2005), pp.621-630.

DOI: 10.1115/1.1897406

Google Scholar

[10] Pengfei Li, Florentina M. Gantoi, Shabana A: A Higher Order Representation of the Beam Cross Section Deformation in Large Displacement Finite Element Analysis, Journal of Sound and Vibration. 330(26) (2011), pp.6495-6508.

DOI: 10.1016/j.jsv.2011.07.013

Google Scholar