Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations

被引:1
|
作者
Chen, Z. L. [1 ]
机构
[1] ChengDu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Sichuan, Peoples R China
基金
国家创新研究群体科学基金; 中国国家自然科学基金;
关键词
SUBSPACE APPROXIMATIONS; MATRIX; COMPUTE; SCHEME;
D O I
10.2514/1.J058121
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
An improved Krylov precise time-step integration algorithm is proposed to solve the second-order differential equations with arbitrary excitation directly and efficiently. This method could tackle the complex excitations and improve the computing efficiency by determining the bound of iterative subspace (m) accurately. The upper bound of m could be obtained by computational efficiency analysis, whereas the error estimation is employed to compute the lower bound of m. Hence, the application of the improved Krylov precise time-step integration algorithm could be extended widely by determining the bound of m. Two numerical examples are also presented to demonstrate the practicability and the applicability of the proposed method.
引用
收藏
页码:3548 / 3555
页数:8
相关论文
共 50 条
  • [31] A precise integration method for dynamic equations based on dual neural networks
    Yang, Yong
    Li, Haibin
    Zhendong yu Chongji/Journal of Vibration and Shock, 2022, 41 (16): : 188 - 193
  • [33] A precise and stiffly stable time integration method for dynamic analysis
    Fujikawa, T
    Imanishi, E
    Nanjyo, T
    Sugano, N
    JSME INTERNATIONAL JOURNAL SERIES C-MECHANICAL SYSTEMS MACHINE ELEMENTS AND MANUFACTURING, 2003, 46 (02) : 492 - 499
  • [34] IMPROVED TIME INTEGRATION OF NONLINEAR DYNAMIC PROBLEMS
    DESAI, CS
    KUJAWSKI, J
    MIEDZIALOWSKI, C
    RYZYNSKI, W
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1987, 62 (02) : 155 - 168
  • [35] Parallel computing of series solution of precise integration for structural dynamic response
    High Performance Computing Center, Shanghai Jiaotong University, Shanghai 200030, China
    不详
    Hangkong Dongli Xuebao, 2006, 5 (879-883):
  • [36] Dimensional increment and partitioning precise integration method for structural dynamic equation
    Zhang, Ji-Feng
    Deng, Zi-Chen
    Zhendong yu Chongji/Journal of Vibration and Shock, 2008, 27 (12): : 88 - 90
  • [37] Stability of an explicit multi-time step integration algorithm for linear structural dynamics equations
    Smolinski, P
    Sleith, S
    Belytschko, T
    COMPUTATIONAL MECHANICS, 1996, 18 (03) : 236 - 244
  • [38] An improved quartic B-spline based explicit time integration algorithm for structural dynamics
    Wen, Weibin
    Deng, Shanyao
    Liu, Tianhao
    Duan, Shengyu
    Huang, Fanglin
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2022, 91
  • [39] A TIME INTEGRATION ALGORITHM FOR STRUCTURAL DYNAMICS WITH IMPROVED NUMERICAL DISSIPATION - THE GENERALIZED-ALPHA METHOD
    CHUNG, J
    HULBERT, GM
    JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1993, 60 (02): : 371 - 375
  • [40] An improved quartic B-spline based explicit time integration algorithm for structural dynamics
    Wen, Weibin
    Deng, Shanyao
    Liu, Tianhao
    Duan, Shengyu
    Huang, Fanglin
    European Journal of Mechanics, A/Solids, 2022, 91