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Differential quadrature time element method for structural dynamics 被引量:3

Differential quadrature time element method for structural dynamics
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摘要 An accurate and efficient differential quadrature time element method (DQTEM) is proposed for solving ordi- nary differential equations (ODEs), the numerical dissipation and dispersion of DQTEM is much smaller than that of the direct integration method of single/multi steps. Two methods of imposing initial conditions are given, which avoids the tediousness when derivative initial conditions are imposed, and the numerical comparisons indicate that the first method, in which the analog equations of initial displacements and velocities are used to directly replace the differential quadra- ture (DQ) analog equations of ODEs at the first and the last sampling points, respectively, is much more accurate than the second method, in which the DQ analog equations of initial conditions are used to directly replace the DQ analog equations of ODEs at the first two sampling points. On the contrary to the conventional step-by-step direct integration schemes, the solutions at all sampling points can be obtained simultaneously by DQTEM, and generally, one differential quadrature time element may be enough for the whole time domain. Extensive numerical comparisons validate the effi- ciency and accuracy of the proposed method. An accurate and efficient differential quadrature time element method (DQTEM) is proposed for solving ordi- nary differential equations (ODEs), the numerical dissipation and dispersion of DQTEM is much smaller than that of the direct integration method of single/multi steps. Two methods of imposing initial conditions are given, which avoids the tediousness when derivative initial conditions are imposed, and the numerical comparisons indicate that the first method, in which the analog equations of initial displacements and velocities are used to directly replace the differential quadra- ture (DQ) analog equations of ODEs at the first and the last sampling points, respectively, is much more accurate than the second method, in which the DQ analog equations of initial conditions are used to directly replace the DQ analog equations of ODEs at the first two sampling points. On the contrary to the conventional step-by-step direct integration schemes, the solutions at all sampling points can be obtained simultaneously by DQTEM, and generally, one differential quadrature time element may be enough for the whole time domain. Extensive numerical comparisons validate the effi- ciency and accuracy of the proposed method.
出处 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2012年第3期782-792,共11页 力学学报(英文版)
基金 supported by the National Natural Science Foundation of China (11172028,10772014)
关键词 Differential quadrature rule Direct integrationmethod Time element Phase error. Artificial damping Differential quadrature rule Direct integrationmethod Time element Phase error. Artificial damping
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  • 1Bathe, K.J., Wilson, E.L.: Numerical Methods in Finite Element Analysis. Prentice-Hall, Englewood Cliffs, New Jersey (1976).
  • 2Runge, C.: Uber die numerische Auflosung von Differentialgleichungen. Mathematische Annalen 46, 167-178 (1895).
  • 3Kutta, W.: Beitrag zur naherungsweisen Integration totaler Differentialgleichungen. Z. Math. Phys 46, 435-453 (1901).
  • 4Wilson, E.L., Farhoomand, I., Bathe, K.J.: Nonlinear dynamic analysis of complex structures. Earthquake Engineering and Structural Dynamics 1, 242-252 (1973).
  • 5Bathe, K.J., Wilson, E.L.: Stability and accuracy analysis of direct integration methods. Earthquake Engineering and Structural Dynamics 1, 283-291 (1973).
  • 6Newmark, N.M.: A method of computation for structural dynamics. ASCE Journal of the Engineering Mechanics Divisions 85,67-94 (1959).
  • 7Wood, WL, Bossak, M., Zienkiewicz, O.C.: An alpha modification of Newmark's method. International Journal for Numerical Methods in Engineering 15,1562-1566 (1980).
  • 8Feng, K.: Difference scheme for Hamiltonian formalism and symplectic geometry. Journal of Computational Mathematics 4, 279-289 (1986).
  • 9Fried, 1.: Finite-element analysis of time-dependent phenomena. AIAAJournaI7, 1170-1173 (1969).
  • 10Argyris, J.H., Scharpf, D.W.: Finite elements in time and space. Nuclear Engineering and Design 10,456-464 (1969).

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