TECHNICAL PAPERS
Nov 14, 2003

Analytical Solution for Fluid-Structure Interaction in Liquid-Filled Pipes Subjected to Impact-Induced Water Hammer

Publication: Journal of Engineering Mechanics
Volume 129, Issue 12

Abstract

In this paper, an analytical solution for the four-equation model describing fluid-structure interaction in liquid-filled pipes subjected to impact-induced water hammer is presented. The analytical solution is derived for the case of both Poisson coupling and junction coupling. The results obtained from the analytical solution are in good agreement with experimental measurements and with numerical solutions determined by the method of characteristics. Taking advantage of the analytical solution, some features of coupled wave propagation are presented and discussed.

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References

Li, Q. S.(2000). “Exact solutions for free longitudinal vibrations of non-uniform rods.” J. Sound Vib., 234(1), 1–19.
Li, Q. S.(2001). “Analytical solutions for buckling of multi-step non-uniform beams with arbitrary distribution of flexural stiffness or axial distributed loading.” Int. J. Mech. Sci., 43(2), 349–366.
Li, Q. S.(2002). “Forced vibrations of single-degree-of-freedom systems with nonperiodically time-varying parameters.” J. Eng. Mech., 128(12), 1267–1275.
Li, Q. S., Yang, Ke, Zhang, Lixiang, and Zhang, N.(2002). “Frequency domain analysis of fluid structure interaction in liquid-filled pipe systems by transfer matrix method.” Int. J. Mech. Sci., 44, 2067–2087.
Thorley, A. R. D.(1969). “Pressure transients in hydraulic pipelines.” ASME J. Basic Eng., 91, 453–461.
Tijsseling, A. S. (1993). Fluid-structure interaction in case of water-hammer with cavitations, PhD thesis, Delft Univ. of Technology, Delft, The Netherlands.
Tijsseling, A. S.(1996). “Fluid-structure interaction in liquid-filled pipe systems: A review.” J. Fluids Struct., 10, 109–146.
Tijsseling, A. S., and Lavooij, C. S. W.(1990). “Waterhammer with fluid-structure interaction.” Appl. Sci. Res., 47, 273–285.
Vardy, A. E., and Fan, D. (1989). “Flexural waves in a closed tube.” Proc., 6th Int. Conf. on Pressure Surges, Cambridge, UK, 43–57.
Wiggert, D. C. (1996). “Fluid transients in flexible piping systems (a perspective on recent developments).” Proc., 18th IAHR Symp. on Hydraulic Machinery and Cavitations, Valencia, Spain, 58–67.
Wiggert, D. C., Hatfield, F. J., and Stuckenbruck, S.(1987). “Analysis of liquid and structural transients by the method of characteristics.” J. Fluids Eng., 109(2), 161–165.
Wikinson, D. H., and Curtis, E. M. (1980). “Water hammer in a thin-walled pipe.” Proc., 3rd Int. Conf. on Pressure Surges, Canterbury, UK, 221–240.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice-Hall, Englewood Cliffs, N.J.
Yang, Ke (1999). Fluid-structure interaction in liquid-filled piping system and time-dependent reliability of structures. PhD thesis, Wuhan Univ. of Technology, Wuhan, China.
Zhang, Lixiang, and Huang, Wenhu(1995). “Frequency response analysis in internal flows.” J. Hydrodynam., Series B, 3, 39–49.
Zhang, Lixiang, and Huang, Wenhu. (1999). “Fluid-structure interaction in least constrained piping systems: A review.” J. Hydrodynam., Series A, 14(1), 101–111.
Zhang, Lixiang, Tijsseling, A. S., and Vardy, A. E.(1999). “FSI analysis of liquid-filled pipes.” J. Sound Vib., 224(1), 69–99.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 129Issue 12December 2003
Pages: 1408 - 1417

History

Received: Feb 23, 2001
Accepted: May 14, 2003
Published online: Nov 14, 2003
Published in print: Dec 2003

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Authors

Affiliations

Q. S. Li, M.ASCE
Associate Professor, Dept. of Building and Construction, City Univ. of Hong Kong, Kowloon, Hong Kong.
Ke Yang
Professor, College of Architectural and Civil Engineering, Wenzhou Univ., China.
Lixiang Zhang
Professor, Dept. of Mechanics, Kunming Univ. of Science and Technology, China.

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