Vibration and Dynamic Stability of Pipes Conveying Fluid on Elastic Foundations

The paper deals with the vibration and dynamic stability of cantilevered pipes conveying fluid on elastic foundations. The relationship between the eigenvalue branches and corresponding unstable modes associated with the flutter of the pipe is thoroughly investigated. Governing equations of motion a...

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Published inJournal of mechanical science and technology Vol. 18; no. 12; pp. 2148 - 2157
Main Authors Ryu, Bong- Jo, Ryu, Si-Ung, Kim, Geon- Hee, Yim, Kyung- Bin
Format Journal Article
LanguageEnglish
Published Seoul 대한기계학회 01.12.2004
Springer Nature B.V
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ISSN1738-494X
1226-4865
1976-3824
DOI10.1007/BF02990219

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Abstract The paper deals with the vibration and dynamic stability of cantilevered pipes conveying fluid on elastic foundations. The relationship between the eigenvalue branches and corresponding unstable modes associated with the flutter of the pipe is thoroughly investigated. Governing equations of motion are derived from the extended Hamilton's principle, and a numerical scheme using finite element methods is applied to obtain the discretized equations. The critical flow velocity and stability maps of the pipe are obtained for various elastic foundation para-meters, mass ratios of the pipe, and structural damping coefficients. Especially critical mass ratios, at which the transference of the eigenvalue branches related to flutter takes place, are precisely determined. Finally, the flutter configuration of the pipe at the critical flow velocities is drawn graphically at every twelfth period to define the order of the quasi-mode of flutter configuration.[PUBLICATION ABSTRACT]
AbstractList The paper deals with the vibration and dynamic stability of cantilevered pipes conveying fluid on elastic foundations. The relationship between the eigenvalue branches and corresponding unstable modes associated with the flutter of the pipe is thoroughly investigated. Governing equations of motion are derived from the extended Hamilton's principle, and a numerical scheme using finite element methods is applied to obtain the discretized equations. The critical flow velocity and stability maps of the pipe are obtained for various elastic foundation para-meters, mass ratios of the pipe, and structural damping coefficients. Especially critical mass ratios, at which the transference of the eigenvalue branches related to flutter takes place, are precisely determined. Finally, the flutter configuration of the pipe at the critical flow velocities is drawn graphically at every twelfth period to define the order of the quasi-mode of flutter configuration.[PUBLICATION ABSTRACT]
The paper deals with the vibration and dynamic stability of cantilevered pipes conveying fluid on elastic foundations. The relationship between the eigenvalue branches and corresponding unstable modes associated with the flutter of the pipe is thoroughly investigated. Governing equations of motion are derived from the extended Hamilton's principle, and a numerical scheme using finite element methods is applied to obtain the discretized equations. The critical flow velocity and stability maps of the pipe are obtained for various elastic foundation para-meters, mass ratios of the pipe, and structural damping coefficients. Especially critical mass ratios, at which the transference of the eigenvalue branches related to flutter takes place, are precisely determined. Finally, the flutter configuration of the pipe at the critical flow velocities is drawn graphically at every twelfth period to define the order of the quasi-mode of flutter configuration.
The paper deals with the vibration and dynamic stability of cantilevered pipes conveying fluid on elastic foundations. The relationship between the eigenvalue branches and corresponding unstable modes associated with the flutter of the pipe is thoroughly investigated. Governing equations of motion are derived from the extended Hamilton's principle, and a numerical scheme using finite element methods is applied to obtain the discretized equations. The critical flow velocity and stability maps of the pipe are obtained for various elastic foundation parameters, mass ratios of the pipe, and structural damping coefficients. Especially critical mass ratios, at which the transference of the eigenvalue branches related to flutter takes place, are precisely determined. Finally, the flutter configuration of the pipe at the critical flow velocities is drawn graphically at every twelfth period to define the order of the quasi-mode of flutter configuration. KCI Citation Count: 1
Author Geon-Hee Kim
Bong-Jo Ryu
Kyung-Bin Yim
Si-Ung Ryu
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  fullname: Yim, Kyung- Bin
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Cites_doi 10.1115/1.4010122
10.1007/BF02982439
10.1006/jfls.2001.0405
10.1016/S0045-7949(02)00083-4
10.1115/1.3422743
10.1006/jfls.1999.0283
10.1016/S1874-5652(98)80003-3
10.1016/0022-460X(85)90419-5
10.1115/1.3408717
10.1016/S0022-460X(86)80012-8
10.1115/1.2929491
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Snippet The paper deals with the vibration and dynamic stability of cantilevered pipes conveying fluid on elastic foundations. The relationship between the eigenvalue...
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SubjectTerms Configurations
Conveying
Critical flow
Critical mass
Damping
Dynamic stability
Eigenvalues
Elastic foundations
Equations of motion
Finite element method
Flow mapping
Flow stability
Flow velocity
Fluid flow
Fluids
Flutter
Foundations
Hamilton's principle
Mass ratios
Mathematical analysis
Pipe
Pipes
Studies
Vibration
기계공학
Title Vibration and Dynamic Stability of Pipes Conveying Fluid on Elastic Foundations
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