1986
DOI: 10.1016/s0022-460x(86)80114-6
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On the stability of heat exchanger tube bundles, part I: Modified theoretical model

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Cited by 91 publications
(45 citation statements)
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“…Lever and Weaver (1986) pointed out that the single flexible tube in the rotated triangular tube array has essentially the same critical velocity as the corresponding fully flexible tube array and the dynamic instability occurs in the transverse direction. For simplicity, consideration is given here to the particular case of a single flexible tube in an otherwise rigid tube array which is free to move in the transverse direction.…”
Section: Methodologiesmentioning
confidence: 99%
“…Lever and Weaver (1986) pointed out that the single flexible tube in the rotated triangular tube array has essentially the same critical velocity as the corresponding fully flexible tube array and the dynamic instability occurs in the transverse direction. For simplicity, consideration is given here to the particular case of a single flexible tube in an otherwise rigid tube array which is free to move in the transverse direction.…”
Section: Methodologiesmentioning
confidence: 99%
“…This e!ect has been attributed to time delays between the #uid force and tube motion [17,18]. The system does not exhibit dynamic divergence because the non-linear &cubic' damping term forces the response to follow a stable limit cycle.…”
Section: Resultsmentioning
confidence: 99%
“…Reducing the problem complexity and the amount of empirical coefficients required for a fundamental study is necessary to gain insights into the physics of the phenomenon. Weaver and Lever [18] and Lever and Weaver [19,20] verified that an ordinary simplified method to solve this problem is to use a single elastically mounted cylinder in a rigid array. They showed that a single flexible cylinder placed in a rigid array of cylinders undergo fluid-elastic instability at essentially the same stability threshold as the same array with all the cylinders flexible.…”
Section: Introductionmentioning
confidence: 99%