Investigation on the choice of boundary conditions and shape functions for flexible multi-body system

The objective of this investigation is to examine the correctness and efficiency of the choice of boundary conditions when using assumed mode approach to simulate flexible multi-body systems. The displacement field due to deformation is approximated by the Rayleigh-Ritz assumed modes in floating frame of reference (FFR) formulation. The deformations obtained by the absolute nodal coordinate (ANC) formulation which are transformed by two sets of reference coordinates are introduced as a criterion to verify the accuracy of the simulation results by using the FFR formulation. The relationship between the deformations obtained from different boundary conditions is revealed. Numerical simulation examples demonstrate that the assumed modes with cantilevered-free, simply-supported and free-free boundary conditions without inclusion of rigid body modes are suitable for simulation of flexible multi-body system with large over all motion, and the same physical deformation can be obtained using those mode functions, differ only by a coordinate transformation. It is also shown that when using mode shapes with statically indeterminate boundary conditions, significant error may occur. Furthermore, the slider crank mechanism with rigid crank is accurate enough for investigating boundary condition problem of flexible multi-body system, which cost significant less simulating time. The project was supported by the National Natural Science Foundation of China (10872126) and the Research Fund of the Doctoral Program of Higher Education of China (20100073110007).

[1]  K. C. Pan,et al.  Dynamic Response of a High-Speed Slider-Crank Mechanism With an Elastic Connecting Rod , 1975 .

[2]  L. Meirovitch,et al.  Rayleigh-Ritz Based Substructure Synthesis for Flexible Multibody Systems , 1991 .

[3]  Jean-Claude Samin,et al.  Comparison of Various Techniques for Modelling Flexible Beams in Multibody Dynamics , 1997 .

[4]  Johannes Gerstmayr,et al.  Analysis of Thin Beams and Cables Using the Absolute Nodal Co-ordinate Formulation , 2006 .

[5]  Ronald L. Huston,et al.  Computer methods in flexible multibody dynamics , 1991 .

[6]  Ahmed A. Shabana,et al.  APPLICATION OF THE ABSOLUTE NODAL CO-ORDINATE FORMULATION TO MULTIBODY SYSTEM DYNAMICS , 1997 .

[7]  Ronald L. Huston,et al.  Validation of finite segment cable models , 1982 .

[8]  Hiroyuki Sugiyama,et al.  Coupled Deformation Modes in the Large Deformation Finite-Element Analysis: Problem Definition , 2007 .

[9]  Jia-Zhen Hong,et al.  An exact nonlinear hybrid-coordinate formulation for flexible multibody systems , 2007 .

[10]  Mohamed A. Omar,et al.  A TWO-DIMENSIONAL SHEAR DEFORMABLE BEAM FOR LARGE ROTATION AND DEFORMATION PROBLEMS , 2001 .

[11]  Jia-Zhen Hong,et al.  Nonlinear formulation for flexible multibody system with large deformation , 2007 .

[12]  A. Shabana,et al.  DEVELOPMENT OF SIMPLE MODELS FOR THE ELASTIC FORCES IN THE ABSOLUTE NODAL CO-ORDINATE FORMULATION , 2000 .

[13]  A. Shabana,et al.  Coupled Deformation Modes in the Large Deformation Finite Element Analysis: Generalization , 2009 .

[14]  Ahmed A. Shabana,et al.  Dynamics of Multibody Systems , 2020 .

[15]  David Johnson,et al.  Numerical Modal-analysis of Structures Based On a Revised Substructure Synthesis Approach , 1995 .

[16]  Ahmed A. Shabana RESONANCE CONDITIONS AND DEFORMABLE BODY CO-ORDINATE SYSTEMS , 1996 .

[17]  J. Y. Liu,et al.  Geometric stiffening effect on rigid-flexible coupling dynamics of an elastic beam , 2004 .

[18]  H. Yoo,et al.  Flapwise bending vibration analysis of rotating multi-layered composite beams , 2005 .