期刊文献+

A new simple method of implicit time integration for dynamic problems of engineering structures 被引量:1

A new simple method of implicit time integration for dynamic problems of engineering structures
下载PDF
导出
摘要 This paper presents a new simple method of implicit time integration with two control parameters for solving initial-value problems of dynamics such that its accuracy is at least of order two along with the conditional and unconditional stability regions of the parameters. When the control parameters in the method are optimally taken in their regions, the accuracy may be improved to reach of order three. It is found that the new scheme can achieve lower numerical amplitude dissipation and period dispersion than some of the existing methods, e.g. the Newmark method and Zhai's approach, when the same time step size is used. The region of time step dependent on the parameters in the new scheme is explicitly obtained. Finally, some examples of dynamic problems are given to show the accuracy and efficiency of the proposed scheme applied in dynamic systems. This paper presents a new simple method of implicit time integration with two control parameters for solving initial-value problems of dynamics such that its accuracy is at least of order two along with the conditional and unconditional stability regions of the parameters. When the control parameters in the method are optimally taken in their regions, the accuracy may be improved to reach of order three. It is found that the new scheme can achieve lower numerical amplitude dissipation and period dispersion than some of the existing methods, e.g. the Newmark method and Zhai's approach, when the same time step size is used. The region of time step dependent on the parameters in the new scheme is explicitly obtained. Finally, some examples of dynamic problems are given to show the accuracy and efficiency of the proposed scheme applied in dynamic systems.
出处 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2007年第1期91-99,共9页 力学学报(英文版)
基金 The project supported by the National Key Basic Research and Development Foundation of the Ministry of Science and Technology of China (G2000048702, 2003CB716707) the National Science Fund for Distinguished Young Scholars (10025208) the National Natural Science Foundation of China (Key Program) (10532040) the Research Fund for 0versea Chinese (10228028).
关键词 Initial-value problems Time integration Implicit method Higher accuracy Time step and stability Initial-value problems Time integration Implicit method Higher accuracy Time step and stability
  • 相关文献

参考文献30

  • 1Belytschko, T., Hughes, T.J.R.: Computational Methods for Transient Analysis (Computational Methods in Mechanics vol. 1). North Hooland Elsevier, Amsterdam (1983)
  • 2Wang, X.C., Shao, M.: The Fundamentals of the Finite Element Method and Numerical Methods, 2nd edn. Tsinghua University Press, Beijing (1996)
  • 3Hilber, H.M., Hughes, T.J., Taylor, R.L.: Improved numerical dissipation for time integration algorithms in structural dynamics. Earthq. Eng. Struct. Dyn. 5, 283-292 (1977)
  • 4Stewart, D.E., Trinkle,J.C.: An implicit time-stepping scheme for rigid body dynamics with inelastic collisions and coulomb friction. Int. J. Numer. Methods Eng. 39, 2673-2691 (1996)
  • 5Villasenor, R.: A fully coupled, implicit, numerical scheme for laminar and turbulent parabolic flows. Int. J. Numer. Methods Eng. 40, 1821-1837 (1997)
  • 6Chen, S., Hansen, J.M.,Tortorelli, D.A.: Unconditionally energy stable implicit time integration: application to multibody system analysis and design. Int. J. Numer. Methods Eng. 48, 791-822 (2000)
  • 7Modak, S., Sotelino, EID.: The iterative group implicit algorithm for parallel transient finite element analysis. Int. J.Numer. Methods Eng. 47, 869-885 (2000)
  • 8Mugan, A., Hulbert, G.M.: Frequency-domain analysis of time-integration methods for semidiscrete finite element equations-part Ⅰ: Parabolic problems. Int. J. Numer. Methods Eng. 51, 333-350 (2001)
  • 9Mugan, A., Hulbert, G.M.: Frequency-domain analysis of time-integration methods for semidiscrete finite element equations-part Ⅱ: Hyperbolic and parabolic-hyperbolic problems. Int. J. Numer. Methods Eng. 51, 351-376 (2001)
  • 10Greyvenstein, G.P.: An implicit method for the analysis of transient flows in pipe networks. Int. J. Numer. Methods Eng. 53, 1127-1143 (2002)

同被引文献1

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部