Energy preserving/decaying schemes for non-linear beam dynamics using the helicoidal approximation

被引:46
作者
Bottasso, CL
Borri, M
机构
[1] Politecnico di Milano, Dipto. di Ingegneria Aerospaziale, 20133, Milano
关键词
D O I
10.1016/S0045-7825(96)01161-9
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We develop two unconditionally stable displacement based time stepping schemes for the non-linear dynamic response of beams. The first algorithm guarantees the exact discrete conservation of energy and momentum. The second is associated with an energy decay inequality that achieves control of the unresolved frequencies by means of a numerical dissipation mechanism. Both schemes emanate from a weak form of the equations of dynamic equilibrium referred to a fixed pole. Space and time discretizations are based on the exponential parameterization of motion. This implies that the beam reference line and the trajectories of the beam nodes are helicoids in space. The exponential mapping approach allows a unified treatment of translations and rotations, greatly simplifying the derivation of the algorithms and their analysis. The capabilities and performance of the new schemes are demonstrated and discussed with the aid of numerical simulations.
引用
收藏
页码:393 / 415
页数:23
相关论文
共 15 条
[1]   Energy decaying scheme for nonlinear elastic multi-body systems [J].
Bauchau, OA ;
Theron, NJ .
COMPUTERS & STRUCTURES, 1996, 59 (02) :317-331
[2]   NUMERICAL-INTEGRATION OF NONLINEAR ELASTIC MULTIBODY SYSTEMS [J].
BAUCHAU, OA ;
DAMILANO, G ;
THERON, NJ .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (16) :2727-2751
[3]  
BAUCHAU OA, IN PRESS COMPUT METH
[4]   LINEAR-ANALYSIS OF NATURALLY CURVED AND TWISTED ANISOTROPIC BEAMS [J].
BORRI, M ;
GHIRINGHELLI, GL ;
MERLINI, T .
COMPOSITES ENGINEERING, 1992, 2 (5-7) :433-456
[5]   AN INTRINSIC BEAM MODEL-BASED ON A HELICOIDAL APPROXIMATION .2. LINEARIZATION AND FINITE-ELEMENT IMPLEMENTATION [J].
BORRI, M ;
BOTTASSO, C .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (13) :2291-2309
[6]   AN INTRINSIC BEAM MODEL-BASED ON A HELICOIDAL APPROXIMATION .1. FORMULATION [J].
BORRI, M ;
BOTTASSO, C .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (13) :2267-2289
[7]  
BORRI M, UNPUB EXPONENTIAL MA
[8]   A TIME INTEGRATION ALGORITHM FOR STRUCTURAL DYNAMICS WITH IMPROVED NUMERICAL DISSIPATION - THE GENERALIZED-ALPHA METHOD [J].
CHUNG, J ;
HULBERT, GM .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1993, 60 (02) :371-375
[9]   SPACE-TIME FINITE-ELEMENT METHODS FOR ELASTODYNAMICS - FORMULATIONS AND ERROR-ESTIMATES [J].
HUGHES, TJR ;
HULBERT, GM .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 66 (03) :339-363
[10]  
HUGHES TJR, 1992, FINITE ELEMENT METHO