Using closed-form and finite element solutions derived in Part I of this paper together with a standard commercial finite element structural-analysis computer program, the joint and cross acceptances for tubes and beams with different boundary conditions are calculated as a function of the correlation length up to 10 times the length of the structures. The results are presented in the form of charts. Steps are given to show how to use these charts together with standard commercial finite-element structural-analysis computer programs to estimate the responses of single and multi-span tubes and beams to cross-flow turbulence-induced vibration. The importance of cross-modal coupling for multi-supported beams is investigated. Examples are given. [S0094-9930(00)03303-5]
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August 2000
Technical Papers
Joint and Cross Acceptances for Cross-Flow-Induced Vibration—Part II: Charts and Applications
M. K. Au-Yang, Fellow ASME
M. K. Au-Yang, Fellow ASME
Framatome Technologies, 155 Mill Ridge Road, Lynchburg, VA 24502-4341
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M. K. Au-Yang, Fellow ASME
Framatome Technologies, 155 Mill Ridge Road, Lynchburg, VA 24502-4341
Contributed by the Pressure Vessels and Piping Division and presented at the Pressure Vessels and Piping Conference (Joint w/ICPVT) Boston, Massachusetts, August 1–5, 1999, of THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS. Manuscript received by the PVP Division, March 15, 2000; revised manuscript received April 13, 2000. Technical Editor: S. Y. Zamrik.
J. Pressure Vessel Technol. Aug 2000, 122(3): 355-361 (7 pages)
Published Online: April 13, 2000
Article history
Received:
March 15, 2000
Revised:
April 13, 2000
Citation
Au-Yang, M. K. (April 13, 2000). "Joint and Cross Acceptances for Cross-Flow-Induced Vibration—Part II: Charts and Applications ." ASME. J. Pressure Vessel Technol. August 2000; 122(3): 355–361. https://doi.org/10.1115/1.556192
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