2010
DOI: 10.1016/j.jfluidstructs.2010.01.004
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Dynamics of a cantilevered pipe discharging fluid, fitted with a stabilizing end-piece

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Cited by 47 publications
(10 citation statements)
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“…It may be noted, if θ = π/2, that the geometry configuration shown in Fig. 2a may be viewed as a similar one to that developed by Rinaldi and Païdoussis [15], who devised an end-piece with four holes for cantilevered pipes. In what follows, the vibration and stability properties in the flow configuration shown in Fig.…”
mentioning
confidence: 92%
See 1 more Smart Citation
“…It may be noted, if θ = π/2, that the geometry configuration shown in Fig. 2a may be viewed as a similar one to that developed by Rinaldi and Païdoussis [15], who devised an end-piece with four holes for cantilevered pipes. In what follows, the vibration and stability properties in the flow configuration shown in Fig.…”
mentioning
confidence: 92%
“…1 have been studied in the past four decades, both theoretically and experimentally [13][14][15]. The dynamics of pipes with pressurization, dissipation, tensioning, and/or gravity effects [16]; pipes on an elastic foundation [16,17]; pipes with additional springs [18], supports [19], masses [20], or other modifications [21][22][23]; pipes conveying incompressible or compressible [24] fluid, with steady [7][8][9][10][11][12][13][14][15][16][17][18][19][20][21][22][23][24] or unsteady [16,[25][26][27][28] flow velocity, linear [7][8][9][10][11][12][13][14][15][17][18][19]…”
mentioning
confidence: 99%
“…Then, the numerical method is applied to the system (7), which describes the problem of pipeline oscillations [17,[19][20][21]. Based on this method, an algorithm for the numerical solution of system (7) is described.…”
Section: Numerical Procedures Of Solving the Algebraic Systemmentioning
confidence: 99%
“…Basically, these models describe the stages of the processes in a pipeline conveying fluid and gas. A significant number of publications are devoted to solving linear and nonlinear problems of oscillations and dynamic stability of pipelines [1][2][3][4][5][6][7][8].…”
Section: Introductionmentioning
confidence: 99%
“…Similarly defined multi-parameter models were used by Liu and Gorman (1995), and also (for k¼1; a two-parameter model) by Rinaldi and Païdoussis (2010). The introduction of the models was justified on the grounds of better compatibility of the results of simulations and experiments.…”
Section: Evaluation Of Stiffnessmentioning
confidence: 99%