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A Transient Response Analysis in the State-space Applying the Average Velocity Concept

평균속도 개념을 적용한 상태공간에서의 과도응답해석

  • 김병옥 (한국기계연구원 회전체그룹) ;
  • 김영철 (한국기계연구원 회전체그) ;
  • 김영춘 (두산중공업(주) 기술연구) ;
  • 이안성 (한국기계연구원 회전체그룹)
  • Published : 2004.05.01

Abstract

An implicit direct-time integration method for obtaining transient responses of general dynamic systems is described. The conventional Newmark method cannot be directly applied to state-space first-order differential equations, which contain no explicit acceleration terms. The method proposed here is the state-space Newmark method that incorporates the average velocity concept, and can be applied to an analysis of general dynamic systems that are expressed by state-space first-order differential equations. It is also readily coded into a program. Stability and accuracy analyses indicate that the method is numerically unconditionally stable like the conventional Newmark method, and has a period error of 2nd-order accuracy for small damping and 4th-order for large damping and an amplitude error of 2nd-order, regardless of damping. In addition, its utility and validity are confirmed by two application examples. The results suggest that the proposed state-space Newmark method based on average velocity be generally applied to the analysis of transient responses of general dynamic systems with a high degree of reliability with respect to stability and accuracy.

Keywords

References

  1. Finite Element Procedures in Engineering Analysis Bathe,K.J.
  2. International Journal for Numerical Method in Engineering v.11 An Unconditionally Stable Explicit Algorithm for Structural Dynamics Trujilo,D.M. https://doi.org/10.1002/nme.1620111008
  3. International Journal for Numerical Methods in Engineering v.18 Semi-implicit Transient Analysis Procedures for Structural Dynamic Analysis Park,K.C.;Houser,J.M. https://doi.org/10.1002/nme.1620180410
  4. Computers and Structures v.13 Experiments with Direct Algorithms for Ordinary Differential Equations in Structural Dynamics Braekhus,J.;Aasen,J.O.
  5. Computers and Structures v.13 Transient Response Analysis of Structural Systems with Nonlinear Behavior Bhatti,M.A.;Pister,K.S. https://doi.org/10.1016/0045-7949(81)90124-3
  6. Computers and Structures v.16 An Unconditionally Stable Finite Element Analysis for Nonlinear Structures Klein,S.;Trujilo,D.M. https://doi.org/10.1016/0045-7949(83)90159-1
  7. Earthquake Engineering and Structural Dynamics v.5 A new look at the Newmark, houbolt and Other Time Stepping Formulae: a Weighted Residual Approach Zienkiewicz,O.C. https://doi.org/10.1002/eqe.4290050407
  8. Earthquake Engineering and Structural Dynamics v.5 Improved Numerical Dissipation for Time Integration Algorithms in Structural Mechanics Hilber,H.M.;Hughes,T.J.R. https://doi.org/10.1002/eqe.4290050306
  9. International Journal for numerical Methods in Engineering v.15 An Alpha Modification of Newmark's method Wood,W.L.;Bossak,M.;Zienkiewicz,O.C. https://doi.org/10.1002/nme.1620151011
  10. Earthquake Engineering and Structural Dynamics v.10 The Ρ-family of Algorithms for the Time-step Integration with Improved Numerical Dissipation Bazzi,G.;Anderheggen,E. https://doi.org/10.1002/eqe.4290100404
  11. Computer Methods in Applied Mechanics and Engineering v.190 Unconditionally Stable Higher-order Accurate Collocation Time-step Integration Algorithms for First-order Equations Fung,T.C. https://doi.org/10.1016/S0045-7825(00)00193-6
  12. Linear Algebra and Its Applications Strang,G.
  13. Static and Dynamic Analysis of Structures Doyle,J.F.
  14. Engineering Vibration Inman,D.J.
  15. Concepts and Applications of Finite Element Analysis Cook,R.D.;Malkus,D.S.;Plesha,M.E.;Witt,R.J.
  16. Linear Static and Dynamic Finite Element Analysis The Finite Element Method Hughes,T.J.R.
  17. ARMD Ver. 4.0 ROTLAT Manual, 8.2 Problem Number 1