Performance of the incremental and non-incremental finite element formulations in flexible multibody problems

被引:53
作者
Campanelli, M [1 ]
Berzeri, M [1 ]
Shabana, AA [1 ]
机构
[1] Univ Illinois, Dept Engn Mech, Chicago, IL 60607 USA
关键词
D O I
10.1115/1.1289636
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Many flexible multibody applications are characterized by high inertia forces and motion discontinuities. Because of these characteristics, problems can be encountered when large displacement finite element formulations are used in the simulation of flexible multibody systems. In this investigation, the performance of two different large displacement finite element formulations in the analysis of flexible multibody systems is investigated. These are the incremental corotational procedure proposed in an earlier article (Rankin, C. C., and Brogan, F. A., 1986, ASME J. Pressure Vessel Technol., 108, pp. 165-174) and the non-incremental absolute nodal coordinate formulation recently proposed (Shabana, A. A., 1998, Dynamics of Multibody Systems, 2nd ed., Cambridge University Press, Cambridge). Ir is demonstrated in this investigation that the limitation resulting from the use of the infinitesmal nodal rotations in the incremental corotational procedure can lead to simulation problems even when simple flexible multibody applications are considered. The absolute nodal coordinate formulation, on the other hand, does not employ infinitesimal or finite rotation coordinates and leads to a constant mass matrix, Despite the fact that the absolute nodal coordinate formulation leads to a non-linear expression for the elastic forces, the results presented in this study, surprisingly, demonstrate that such a formulation is efficient in static problems as compared to the incremental corotational procedure. The excellent performance of the absolute nodal coordinate formulation in static and dynamic problems can be attributed to the fact that such a formulation does not employ rotations and leads to exact representation of the rigid body motion of the finite element.
引用
收藏
页码:498 / 507
页数:10
相关论文
共 19 条
[1]   AN EXCURSION INTO LARGE ROTATIONS [J].
ARGYRIS, J .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1982, 32 (1-3) :85-&
[2]   FINITE-ELEMENT METHOD - NATURAL APPROACH [J].
ARGYRIS, JH ;
BALMER, H ;
DOLTSINIS, JS ;
DUNNE, PC ;
HAASE, M ;
KLEIBER, M ;
MALEJANNAKIS, GA ;
MLEJNEK, HP ;
MULLER, M ;
SCHARPF, DW .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1979, 17-8 (JAN) :1-106
[3]  
Bathe K.J., 2006, Finite Element Procedures
[4]   Co-rotational dynamic analysis of flexible beams [J].
Behdinan, K ;
Stylianou, MC ;
Tabarrok, B .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1998, 154 (3-4) :151-161
[5]  
Belytschko T., 1973, International Journal for Numerical Methods in Engineering, V7, P255, DOI 10.1002/nme.1620070304
[6]  
CAMPANELLI M, 1998, THESIS U ILLINOIS CH
[7]   DYNAMIC ANALYSIS OF PLANAR FLEXIBLE MECHANISMS BY COROTATIONAL FORMULATION [J].
HSIAO, KM ;
JANG, JY .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 87 (01) :1-14
[8]   FINITE ROTATION EFFECTS IN NUMERICAL-INTEGRATION OF RATE CONSTITUTIVE-EQUATIONS ARISING IN LARGE-DEFORMATION ANALYSIS [J].
HUGHES, TJR ;
WINGET, J .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1980, 15 (12) :1862-1867
[9]   DYNAMICS OF A CANTILEVER BEAM ATTACHED TO A MOVING BASE [J].
KANE, TR ;
RYAN, RR ;
BANERJEE, AK .
JOURNAL OF GUIDANCE CONTROL AND DYNAMICS, 1987, 10 (02) :139-151
[10]  
Kortum W, 1996, SPACE TECHNOL, V16, P355, DOI 10.1016/S0892-9270(97)00001-8