According to the precise integral method, a new numerical algorithm is proposed for dynamical responses of viscoelasticity structure with the fractional derivative constitutive relation. In this approach, the fractional differential equation for the dynamic of a system is transformed into a set of first order ordinary differential equations which contain fractional derivative terms. The precise integral method is used to integrate these terms and obtain the response of the system. Numerical results obtained using this scheme agree well with those obtained using an analytical method and an numerical scheme proposed by ZhangShimizu. Results also show that the solution converges as the step length is decreased.
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References
[1]Gement A. On fractional differences[J]. Phi Mag, 1938, 25(1): 92-96.
[2]Bagley R L, Torvik P J. Fractional calculus—a different approach to the analysis of viscoelastically damped structures[J]. AIAAJ, 1983, 21(5): 741-748.
[3]黄文虎,王心清,张景绘,等. 航天柔性结构振动控制的若干进展[J]. 力学进展,1997,27(1):5-18.
[4]Podlubny I. Fractional Differential Equations[M]. San Diego: Academic Press, 1999.
[5]Zhang W, Shimizu N. Numerical algorithm for dynamic problems involving fractional operators[J]. Int J of the Japan Society of Mechanical Engineers: Series C, 1998, 41(3): 364-370.
[6]Oldham K B, Spanier J. The Fractional Calculus[M]. NewYork: Academic, 1974.
[7]池田,川田,小口. 分数次微分方程式の时间応答の数计算法[J]. 计测自动制御学会论文集,2001,37(8):795-797.
[8]李卓,徐秉业. 粘弹性分数阶导数模型的有限元法[J]. 工程力学,2002,19(3):40-44.
[9]钟万勰. 结构动力学的精细时程积分[J]. 大连理工大学学报,1994,34(4):131-136.