Transverse Vibration Analysis of Buried Pipeline under Fluid-Solid Coupling Interaction

Article Preview

Abstract:

The pipe model is simplified as elastic foundation beam model of Euler-Bernoulli, the form of pin rocker bearing in the analysis of transverse vibration in the paper. According the principle of Hamilton, after a series of variation, exchanging the order of integral and integration by parts, the transverse vibration differential equation of pipe is obtained without fluid. Considering different boundary consitions, the solving process is carried out. By utlization of MALAB language, the numerical example is analyzed, considering fluid and foundation. Thus, the fluid-solid coupling interaction is not ignored in transverse vibration in the buried pipeline.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 472-475)

Pages:

2810-2813

Citation:

Online since:

February 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Guodong Zhang and Zhao Wang, "Response Spectra Method for Dom Seismic Response Soil-Structure System," Journal of Vibration and Shock. Shanghai, Vol.24(2005), p.30

Google Scholar

[2] Lei Zhao and Qiu Chen, "Neumann Dynamic Stochastic Finite Element Method of Vibration for Structures with Stochastic Parameters to Random Excitation," Computers and Structures. United Kingdom, Vol.77(2000), p.651

DOI: 10.1016/s0045-7949(00)00019-5

Google Scholar

[3] Maharaj Kau1, "Stochastic Characterization of Earthquakes through their Response Spectrum," Earthquake Engineering Structure Dynamics, Vol.6(1978), p.497

Google Scholar

[4] Xiangting Zhang:Structural Vibration Mechanics (Tongji University Press, Shanghai 2005).

Google Scholar