An exact conserving algorithm for nonlinear dynamics with rotational DOFs and general hyperelasticity. Part 1: Rods

被引:56
作者
Pimenta, P. M. [1 ]
Campello, E. M. B. [1 ]
Wriggers, P. [2 ]
机构
[1] Univ Sao Paulo, Polytech Sch, BR-05424970 Sao Paulo, Brazil
[2] Leibniz Univ Hannover, Inst Mech & Computat Mech, D-30167 Hannover, Germany
关键词
nonlinear dynamics; rods; time integration; energy conservation; momentum conservation;
D O I
10.1007/s00466-008-0271-5
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
A fully conserving algorithm is developed in this paper for the integration of the equations of motion in nonlinear rod dynamics. The starting point is a re-parameterization of the rotation field in terms of the so-called Rodrigues rotation vector, which results in an extremely simple update of the rotational variables. The weak form is constructed with a non-orthogonal projection corresponding to the application of the virtual power theorem. Together with an appropriate time-collocation, it ensures exact conservation of momentum and total energy in the absence of external forces. Appealing is the fact that nonlinear hyperelastic materials (and not only materials with quadratic potentials) are permitted without any prejudice on the conservation properties. Spatial discretization is performed via the finite element method and the performance of the scheme is assessed by means of several numerical simulations.
引用
收藏
页码:715 / 732
页数:18
相关论文
共 36 条
[11]  
Ciarlet P. G., 1988, 3 DIMENSIONAL ELASTI, V1
[12]   Objectivity of strain measures in the geometrically exact three-dimensional beam theory and its finite-element implementation [J].
Crisfield, MA ;
Jelenic, G .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1999, 455 (1983) :1125-1147
[13]  
DASAMBIAGIO ER, 2007, P CMNE 2007 28 CILAM
[14]   Exact energy and momentum conserving algorithms for general models in nonlinear elasticity [J].
Gonzalez, O .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2000, 190 (13-14) :1763-1783
[15]   IMPROVED NUMERICAL DISSIPATION FOR TIME INTEGRATION ALGORITHMS IN STRUCTURAL DYNAMICS [J].
HILBER, HM ;
HUGHES, TJR ;
TAYLOR, RL .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1977, 5 (03) :283-292
[16]   FINITE-ELEMENT METHODS FOR NON-LINEAR ELASTODYNAMICS WHICH CONSERVE ENERGY [J].
HUGHES, TJR ;
CAUGHEY, TK ;
LIU, WK .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1978, 45 (02) :366-370
[17]   On the role of frame-invariance in structural mechanics models at finite rotations [J].
Ibrahimbegovic, A ;
Taylor, RL .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2002, 191 (45) :5159-5176
[18]   Geometrically exact 3D beam theory: implementation of a strain-invariant finite element for statics and dynamics [J].
Jelenic, G ;
Crisfield, MA .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1999, 171 (1-2) :141-171
[19]   Constraint energy momentum algorithm and its application to non-linear dynamics of shells [J].
Kuhl, D ;
Ramm, E .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1996, 136 (3-4) :293-315
[20]   Generalized Energy-Momentum Method for non-linear adaptive shell dynamics [J].
Kuhl, D ;
Ramm, E .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1999, 178 (3-4) :343-366