2000
DOI: 10.1115/1.1286206
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Measurement of Critical Velocities for Fluidelastic Instability Using Vibration Control

Abstract: Fluidelastic effects may be responsible for instabilities of heat exchanger tubes when the fluid flow reaches the critical velocity. The fluidelastic phenomenon is usually studied on experimental mock-ups, which may display only one critical velocity. In this paper, a method based on active vibration control is proposed in order to derive several critical velocities for fluidelastic instability corresponding to several different values of damping, which is artificially varied on the same mock-up. Experimental … Show more

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Cited by 12 publications
(7 citation statements)
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“…One may notice, from equations (5) and (13), that the tube/support interaction couples the system unconstrained modes. Indeed, during contact, one obtains:…”
Section: Contact Forces At Loose Supportsmentioning
confidence: 99%
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“…One may notice, from equations (5) and (13), that the tube/support interaction couples the system unconstrained modes. Indeed, during contact, one obtains:…”
Section: Contact Forces At Loose Supportsmentioning
confidence: 99%
“…2 and 3. It is, essentially, the one used in [12][13][14] in their tests, however a new instrumented tube with quite different modal frequency was used in the present experiments. Furthermore, the present experiments were designed for flow-excited vibro-impacting on an instrumented loose support.…”
Section: Experimental Rig and Test Proceduresmentioning
confidence: 99%
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“…This instability can be described as a self-excited feedback mechanism between the motion of the structure and the fluid forces. Since the pioneering work of Tanaka and Takahara [1], several authors [2][3][4][5][6][7][8][9][10] measured the fluid-elastic force to feed the stability criterion models developed by Connors [11], Blevins [12], Chen [2,3], Lever and Weaver [13][14][15], Price and Païdoussis [16][17][18], Granger et al [19,20] and Tanaka et al [21].…”
Section: Introductionmentioning
confidence: 99%