An improved precise integration single-step method for nonlinear dynamic equations

被引:0
|
作者
Liu D. [1 ]
Wang Y. [2 ]
Li B. [3 ]
Yi Z. [4 ]
Zhang L. [4 ]
Li H. [2 ]
机构
[1] College of Mathematics and Computer, Panzhihua University, Panzhihua
[2] UHV Converter Station Branch of State Grid Shanghai Municipal Electric Power Company, Shanghai
[3] Neijiang Power Supply Company of State Grid Sichuan Electric Power Company, Neijiang
[4] College of Electrical Engineering & New Energy, China Three Gorges University, Yichang
来源
关键词
Nonlinearity; Padé; approach; Precise integration method; Predictor-corrector; Single-step block method;
D O I
10.13465/j.cnki.jvs.2022.05.024
中图分类号
学科分类号
摘要
Differential quadrature method and single-step block method are single-step multistage numerical methods, but the amount of calculation is huger when they are directly applied to solve nonlinear dynamic equations. Here, an improved precise integration single-step method based on the single-step block method was proposed. Combined with the precise integration method, this method adopted the sth equation of the s-level single-step block method to numerically integrate Duhamel integral term. Specifically, the fourth-order Runge-Kutta method was used to obtain the predicted value of the variable to be solved, and the new 4-point integral formula was used to calculate Duhamel integral term. It was shown that compared with the existing single-step method, the proposed improved algorithm has better numerical accuracy and stability; its advantages are verified with typical examples of nonlinear dynamic equations. © 2022, Editorial Office of Journal of Vibration and Shock. All right reserved.
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页码:182 / 188
页数:6
相关论文
共 18 条
  • [1] ZHONG Wanxie, On precise time integration method for structural dynamics, Journal of Dalian University of Technology, 34, 2, pp. 131-136, (1994)
  • [2] WANG Mengfu, ZHOU Xiyuan, Gauss precise time-integration of structural dynamic analysis, Engineering mechanics, 21, 4, pp. 13-16, (2004)
  • [3] ZHANG S, DENG Z, LI W., A precise Runge-Kutta integration and its application for solving nonlinear dynamical systems, Applied Mathematics and Computation, 184, 2, pp. 496-502, (2007)
  • [4] WANG Haibo, YU Zhiwu, CHEN Bowang, Precise integration multi-step method for nonlinear dynamic equations to avoid calculating inverse of state matrix, Journal of Vibration and Shock, 27, 4, pp. 105-107, (2008)
  • [5] WANG Haibo, CHEN Jin, LI Shaoyi, An efficient precise integration single-step method for nonlinear dynamic analysis, Journal of Vibration and Shock, 36, 15, pp. 158-162, (2017)
  • [6] WANG Yong, MA Jun, LI Jingxiang, Et al., A precise integration single step method for nonhomogeneous dynamic equations, Chinese Journal of Computational Mechanics, 37, 2, pp. 212-217, (2020)
  • [7] LI K, DARBY A P., A high precision direct integration scheme for nonlinear dynamic systems, Journal of Computational & Nonlinear Dynamics, 4, 4, pp. 1724-1732, (2009)
  • [8] WANG Haibo, HE Chongjian, Generalized precise time domain integration method for nonlinear dynamic analysis, Journal of Vibration and Shock, 37, 21, pp. 220-226, (2018)
  • [9] WANG Haibo, HE Chongjian, JIA Yaowei, General integration scheme for linear dynamic analysis, Journal of Vibration and Shock, 38, 10, pp. 43-48, (2019)
  • [10] MEI Yuchen, LI Hongjing, SUN Guangjun, Basic characteristics of differential quadrature method for dynamic response of structures, Journal of Vibration and Shock, 39, 5, pp. 214-221, (2020)