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author:

Zhang, T. (Zhang, T..) [1] | Lin, Z. (Lin, Z..) [2] | Guo, X. (Guo, X..) [3] | Zhang, H. (Zhang, H..) [4] | Fan, J. (Fan, J..) [5]

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Scopus PKU CSCD

Abstract:

In this study, a high-order accuracy numerical model of the meshless method, called generalized finite difference method (GFDM), was generalized to analyze the transverse vibration problem of pipe conveying fluid. Based on the differential equation of transverse vibration, the GFDM and the Houbolt methods were adopted to discretize the partial differential items in space and time, respectively. The consistent with good results of natural frequency and the amplitude time range was compared with the theoretical solution and other numerical results reported in literature. Meanwhile, the numerical model proposed in this paper has good stability and robustness in solving the vibration response of pipe conveying fluid by comparing with the vibration amplitude at the midpoint with different total number of points N, time step Δt and sub-region selection points ns, respectively. Furthermore, detailed analysis of the vibration response characteristics with several typical boundary conditions indicates that the vibration amplitude at the midpoint of the pined-pined pipe is much large than that of two other boundary conditions, and the vibration frequency of the clamped-clamped pipe is more fast than that of others. Besides, the position of the maximum amplitude of the vibration is shifted to the weak constraint when the end of restrictive condition is asymmetric. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.

Keyword:

Generalized finite difference method(GFDM); Houbolt method; Meshless method; Transverse vibration; Words: pipe conveying fluid

Community:

  • [ 1 ] [Zhang, T.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 2 ] [Lin, Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 3 ] [Guo, X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Zhang, H.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 5 ] [Fan, J.]Department of Harbor and River Engineering, Taiwan Ocean University, Keelung, 20224, Taiwan

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2019

Issue: 24

Volume: 38

Page: 165-171

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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