An internal damping model for the absolute nodal coordinate formulation

被引:87
作者
García-Vallejo, D [1 ]
Valverde, J [1 ]
Domínguez, J [1 ]
机构
[1] Univ Seville, Dept Mech & Mat Engn, Seville 41092, Spain
关键词
absolute nodal coordinates; flexible multibody dynamics; internal damping;
D O I
10.1007/s11071-005-6445-1
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Introducing internal damping in multibody system simulations is important as real-life systems usually exhibit this type of energy dissipation mechanism. When using an inertial coordinate method such as the absolute nodal coordinate formulation, damping forces must be carefully formulated in order not to damp rigid body motion, as both this and deformation are described by the same set of absolute nodal coordinates. This paper presents an internal damping model based on linear viscoelasticity for the absolute nodal coordinate formulation. A practical procedure for estimating the parameters that govern the dissipation of energy is proposed. The absence of energy dissipation under rigid body motion is demonstrated both analytically and numerically. Geometric nonlinearity is accounted for as deformations and deformation rates are evaluated by using the Green-Lagrange strain-displacement relationship. In addition, the resulting damping forces are functions of some constant matrices that can be calculated in advance, thereby avoiding the integration over the element volume each time the damping force vector is evaluated.
引用
收藏
页码:347 / 369
页数:23
相关论文
共 26 条
[21]  
Takatori Y., 2002, Proceedings of 2002 Interim International Symposium on Antennas and Propagation, P33
[22]  
Timoshenko S. P., 1982, THEORY ELASTICITY
[23]   Dynamic analysis of a light structure in outer space: Short electrodynamic tether [J].
Valverde, J ;
Escalona, JL ;
Mayo, J ;
Dominguez, J .
MULTIBODY SYSTEM DYNAMICS, 2003, 10 (01) :125-146
[24]  
VALVERDE J, IN PRESS NONLINEAR D
[25]   GEOMETRIC NON-LINEAR SUBSTRUCTURING FOR DYNAMICS OF FLEXIBLE MECHANICAL SYSTEMS [J].
WU, SC ;
HAUG, EJ .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1988, 26 (10) :2211-2226
[26]  
YOO W, 2003, P ASME DETC CIE C