AN UNCONDITIONALLY STABLE DYNAMICAL INTEGRATION ALGORITHM BASED ON HAMEL’S FORMALISM

被引:0
|
作者
Gu W. [1 ]
Liu C. [2 ,3 ]
An Z. [4 ]
Shi D. [5 ,6 ]
机构
[1] School of Information and Electronics, Beijing Institute of Technology, Beijing
[2] CAEP Software Center for High Performance Numerical Simulation, Beijing
[3] Institute of Applied Physics and Computational Mathematics, Beijing
[4] School of Aerospace Engineering, Beijing Institute of Technology, Beijing
[5] School of Mathematics and Statistics, Beijing Institute of Technology, Beijing
[6] Beijing Key Laboratory on MCAACI, Beijing
来源
Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics | 2022年 / 54卷 / 09期
关键词
generalized; α; method; Hamel-generalized; Hamel’s field variational integrators; Lie group; moving frame;
D O I
10.6052/0459-1879-22-131
中图分类号
学科分类号
摘要
Time integration algorithm is a key issue in solving dynamical system. An unconditionally stable Hamel generalized α method is proposed to solve the instability issue arising in the time integration of dynamic equations and to eliminate the pseudo high order harmonics incurred by the spatial discretization of finite element simultaneously. Therefore, the development of numerical integration algorithm to solve the above-mentioned problems has important theoretical and application value. The algorithm proposed in this paper is developed based on the moving frame method and Hamel’s field variational integrators along with the strategy to construct an unconditionally stable Hamel generalized α method. It is shown that a new numerical formalism with higher accuracy can be derived under the same framework of the unconditional stable algorithm established through a special variational formalism and variational integrators. The above-mentioned formalism can be extended from general linear space to Lie group by utilizing the moving frame method and the Lie group formalism of the Hamel generalized α method has been obtained. Both the convergence and stability of the algorithm are discussed, and some numerical examples are presented to verify the conclusion. It is demonstrated by the theoretical analysis that the Hamel generalized α method proposed in the paper is unconditionally stable, second-order accurate and can quickly filter out pseudo high-frequency harmonics. Both conventional and proposed methods have been applied to numerical examples respectively. Comparisons between results of numerical examples show that the aforementioned advantages of the proposed method in terms of accuracy, dissipation and stability are tested and verified. At the same time, it can be developed that new numerical integration algorithms with even higher order accuracy. The scheme can also be proposed, which is suitable for both general linear space and Lie group space. A new way for constructing variational integrators is also obtained in this paper. © 2022 Chinese Journal of Theoretical and Applied Mechanics Press. All rights reserved.
引用
收藏
页码:2577 / 2587
页数:10
相关论文
共 41 条
  • [31] An Z, Wu H, Shi D., Minimum-time optimal control of robotic manipulators based on Hamel’s integrators, Meccanica, 54, 15, pp. 2521-2537, (2019)
  • [32] Shi D, Berchenko-Kogan Y, Zenkov DV, Et al., Hamel’s formalism for infinite-dimensional mechanical systems, Journal of Nonlinear Science, 27, 1, pp. 241-283, (2017)
  • [33] An Z, Gao S, Shi D, Et al., A variational integrator for the Chaplygin–Timoshenko Sleigh, Journal of Nonlinear Science, 30, 4, pp. 1381-1419, (2020)
  • [34] Shi D, Zenkov DV, Bloch AM., Hamel’s formalism for classical field theories, Journal of Nonlinear Science, 30, 4, pp. 1307-1353, (2020)
  • [35] Wang Liang, An Zhipeng, Shi Donghua, Hamel’s field variational integrator of geometrically exact beam, Acta Scientiarum Naturalium Universitatis Pekinensis, 52, 4, pp. 692-698, (2016)
  • [36] Gao Shan, Shi Donghua, Guo Yongxin, Discrete momentum conservation law of geometrically exact beam in Hamel’s framework, Chinese Journal of Theoretical and Applied Mechanics, 53, 6, pp. 1712-1719, (2021)
  • [37] Simo JC, Tarnow N, Wong KK., Exact energy-momentum conserving algorithms and symplectic schemes for nonlinear dynamics, Computer Methods in Applied Mechanics and Engineering, 100, 1, pp. 63-116, (1992)
  • [38] Kane C, Marsden JE, Ortiz M, Et al., Variational integrators and the Newmark algorithm for conservative and dissipative mechanical systems, International Journal for Numerical Methods in Engineering, 49, 10, pp. 1295-1325, (2000)
  • [39] Bardella L, Genna F., Newmark's time integration method from the discretization of extended functionals, Journal of Applied Mechanics, 72, 4, pp. 527-537, (2005)
  • [40] Tang Huiying, Zhang Zhijuan, Liu Cheng, Et al., Locking alleviation techniques of two types of beam elements based on the local frame formulation, Chinese Journal of Theoretical and Applied Mechanics, 53, 2, pp. 482-495, (2021)