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 in | Journal of mechanical science and technology Vol. 18; no. 12; pp. 2148 - 2157 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Seoul
대한기계학회
01.12.2004
Springer Nature B.V |
Subjects | |
Online Access | Get full text |
ISSN | 1738-494X 1226-4865 1976-3824 |
DOI | 10.1007/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] |
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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 |
Author_xml | – sequence: 1 givenname: Bong- Jo surname: Ryu fullname: Ryu, Bong- Jo – sequence: 2 givenname: Si-Ung surname: Ryu fullname: Ryu, Si-Ung – sequence: 3 givenname: Geon- Hee surname: Kim fullname: Kim, Geon- Hee – sequence: 4 givenname: Kyung- Bin surname: Yim fullname: Yim, Kyung- Bin |
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CitedBy_id | crossref_primary_10_1007_s00707_022_03412_2 crossref_primary_10_1016_j_compstruct_2018_03_098 crossref_primary_10_1016_j_compositesb_2016_11_059 crossref_primary_10_1142_S175882511950090X crossref_primary_10_1016_j_ijmecsci_2020_105702 crossref_primary_10_1016_j_marstruc_2021_103141 crossref_primary_10_1007_s11071_023_08453_3 crossref_primary_10_1016_j_commatsci_2015_12_027 crossref_primary_10_1016_j_apm_2020_06_064 crossref_primary_10_1016_j_jngse_2020_103148 |
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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References | BF02990219_CR11 R. A. Stein (BF02990219_CR14) 1970; 19 I. Lottati (BF02990219_CR9) 1986; 109 Y. Sugiyama (BF02990219_CR15) 1988; 31 H. Ashley (BF02990219_CR1) 1950; 17 T. B. Benjamin (BF02990219_CR3) 1961; 261 T. E. Smith (BF02990219_CR13) 1972; 39 O. Becker (BF02990219_CR2) 1979; 28 Y. Sugiyama (BF02990219_CR16) 1985; 100 T. B. Benjamin (BF02990219_CR4) 1961; 261 O. Doare (BF02990219_CR5) 2002; 16 R. W. Gregory (BF02990219_CR7) 1961; 293 N. Impollonia (BF02990219_CR8) 2000; 14 M. P. Paidoussis (BF02990219_CR10) 1993; 115 J. H. Lim (BF02990219_CR17) 2003; 17 R.W. Gregory (BF02990219_CR6) 1961; 293 S. I. Ryu (BF02990219_CR12) 2002; 80 |
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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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