HUANG Hui-chun, ZHANG Yan-lei, CHEN Li-qun. A Galerkin Numerical Method for the Pipe Conveying Supercritical Fluid Under Forced Vibration[J]. Applied Mathematics and Mechanics, 2014, 35(10): 1100-1106. doi: 10.3879/j.issn.1000-0887.2014.10.004
Citation: HUANG Hui-chun, ZHANG Yan-lei, CHEN Li-qun. A Galerkin Numerical Method for the Pipe Conveying Supercritical Fluid Under Forced Vibration[J]. Applied Mathematics and Mechanics, 2014, 35(10): 1100-1106. doi: 10.3879/j.issn.1000-0887.2014.10.004

A Galerkin Numerical Method for the Pipe Conveying Supercritical Fluid Under Forced Vibration

doi: 10.3879/j.issn.1000-0887.2014.10.004
Funds:  The National Natural Science Foundation of China(11302122)
  • Received Date: 2014-04-22
  • Rev Recd Date: 2014-09-10
  • Publish Date: 2014-10-15
  • For the pipe conveying fluid, as the flow rate increased over a critical value, the equilibrium configuration was found to get unstable and bifurcate into curved equilibrium patterns. The nonlinear dynamic model for the simply-supported pipe was built and converted to variable-coefficient partial differential control equations through coordinate transformation. The 4-term Galerkin truncation procedure was then applied and the control equations of motion were transformed to 2nd-order ordinary differential equations to be solved with numerical techniques. The natural frequencies of the simply-supported pipe conveying fluid were calculated, and the result comparison was made between the 2-term and 4-term Galerkin truncation methods to give that the latter had higher accuracy. For specific system parameters, the 2nd-order natural frequency was approximately two times of the 1st-order one within a certain range of flow velocity, and the 2-to-1 internal resonance occurred. Massive computation of the amplitude-frequency responses of the pipe conveying fluid before and after internal resonance was conducted with the Runge-Kutta numerical technique. The results show that, as the flow rate and tuning parameter vary, the softening, hardening and double jumping phenomena will be respectively identified by the amplitude-frequency responses of the pipe.
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  • [1]
    Paidoussis M P.Fluid-Structure Interactions: Slender Structures and Axial Flow [M]. Vol1. London: Academic, 1998.
    [2]
    Paidoussis M P.Fluid-Structure Interactions: Slender Structures and Axial Flow [M]. Vol2. London: Academic, 2004.
    [3]
    Jin J D, Zou G S. Bifurcations and chaotic motions in the autonomous system of a restrained pipe conveying fluid[J].Journal of Sound and Vibration,2003,260(5): 783-805.
    [4]
    Jin J D, Zou G S. Parametric resonances of supported pipes conveying pulsating fluid[J].Journal of Fluids and Structures,2005,20(6): 763-783.
    [5]
    娜扎 M, 沙希德 F, 阿克拉姆 M S, 苏丹 Q. Maxwell流体在震荡的矩形输送管道中的流动[J]. 应用数学和力学, 2012,33(6): 678-691.(Nazar M, Shahid F, Akram M S, Sultan Q. Flow on oscillating rectangular duct for Maxwell fluid[J].Applied Mathematics and Mechanics,2012,33(6): 678-691.(in Chinese))
    [6]
    Ibrahim R A. Overview of mechanics of pipes conveying fluids—part I: fundamental studies[J].ASME Journal of Pressure Vessel Technology,2010,132(3): 034001. doi: 10.1115/1.4001271.
    [7]
    Ibrahim R A. Overview of mechanics of pipes conveying fluids—part II: applications and fluidelastic problems[J].ASME Journal of Pressure Vessel Technology,2011,133(2): 024001. doi: 10.1115/1.4001270.
    [8]
    Ghayesh M H. Nonlinear forced dynamics of an axially moving viscoelastic beam with an internal resonance[J].International Journal of Mechanical Sciences,2011,53(11): 1022-1037.
    [9]
    Ghayesh M H, Kafiabad H A, Reid T. Sub- and super-critical nonlinear dynamics of a harmonically excited axially moving beam[J].International Journal of Solids and Structures,2012,49(1): 227-243.
    [10]
    Ding H, Chen L Q. Galerkin methods for natural frequencies of high-speed axially moving beams[J].Journal of Sound and Vibration,2010,329(17): 3484-3494.
    [11]
    Ding H, Zhang G C, Chen L Q. Supercritical equilibrium solutions of axially moving beams with hybrid boundary conditions[J].Mechanics Research Communications,2011,38(1): 52-56.
    [12]
    Ding H, Chen L Q. Equilibria of axially moving beams in the supercritical regime[J].Archive of Applied Mechanics,2011,81(1): 51-64.
    [13]
    Ding H, Zhang G C, Chen L Q. Supercritical vibration of nonlinear coupled moving beams based on discrete Fourier transform[J].International Journal of Non-Linear Mechanics,2012,47(10): 1095-1104.
    [14]
    Ding H, Zhang G C, Chen L Q, Yang S P. Forced vibrations of supercritically transporting viscoelastic beams[J].Journal of Vibration and Acoustics,2012,134(5): 051007. doi: 10.1115/1.4006184.
    [15]
    徐鉴, 杨前彪. 流体诱发水平悬臂输液管的内共振和模态转换(I)[J]. 应用数学和力学, 2006,27(7): 819-832.(XU Jian, YANG Qian-Biao. Flow-induced internal resonances and mode exchange in horizontal cantilevered pipe conveying fluid(I)[J].Applied Mathematics and Mechanics,2006,27(7): 819-832.(in Chinese))
    [16]
    Zhang Y L, Chen L Q. Internal resonance of pipes conveying fluid in the supercritical regime[J].Nonlinear Dynamics,2012,67(2): 1505-1514.
    [17]
    Zhang Y L, Chen L Q. External and internal resonances of the pipe conveying fluid in the supercritical regime[J].Journal of Sound and Vibration,2013,332(9): 2318-2337.
    [18]
    张艳雷. 超临界输液管横向振动的非线性动力学分析[D]. 博士学位论文. 上海: 上海大学, 2012.(ZHANG Yan-lei. Nonlinear dynamics of transverse vibrations of pipes conveying fluid in the supercritical regime[D]. PhD Thesis. Shanghai: Shanghai University, 2012.(in Chinese))
    [19]
    车小玉, 段梦兰, 曾霞光, 高攀, 庞熠骞. 双层管道整体屈曲实验研究及数值模拟[J]. 应用数学和力学, 2014,35(2): 188-201.(CHE Xiao-yu, DUAN Meng-lan, ZENG Xia-guang, GAO Pan, PANG Yi-qian. Experimental sturdy and numerical simulation of global buckling of pipe-in-pipe systems[J].Applied Mathematics and Mechanics,2014,35(2): 188-201.(in Chinese))
    [20]
    Wickert J A. Non-linear vibration of a traveling tensioned beam[J].International Journal of Non-Linear Mechanics,1992,27(3): 503-517.
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