The dynamic response of a structure exhibiting nonlinear stiffness characteristics and excited by a nonzero mean oscillatory fluid flow is investigated. Both the method of averaging and a multi-frequency incremental harmonic balance approach are used in understanding the primary and secondary resonances in the response. Several parameter studies are presented where the results of these two methods are compared with those obtained by numerical integration and are discussed in detail. The results point to the need for a multi-frequency solution formulation for accurate representation of the response offset and to the difficulties of using the standard method of averaging formulation for investigation of secondary resonances in the response of this system.
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November 1987
Research Papers
Nonlinear Response of a Dynamic System due to Oscillatory Flow
Y. M. Huang,
Y. M. Huang
School of Mechanical Engineering, Purdue University, West Lafayette, Ind. 47907
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C. M. Krousgrill,
C. M. Krousgrill
School of Mechanical Engineering, Purdue University, West Lafayette, Ind. 47907
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A. K. Bajaj
A. K. Bajaj
School of Mechanical Engineering, Purdue University, West Lafayette, Ind. 47907
Search for other works by this author on:
Y. M. Huang
School of Mechanical Engineering, Purdue University, West Lafayette, Ind. 47907
C. M. Krousgrill
School of Mechanical Engineering, Purdue University, West Lafayette, Ind. 47907
A. K. Bajaj
School of Mechanical Engineering, Purdue University, West Lafayette, Ind. 47907
J. Offshore Mech. Arct. Eng. Nov 1987, 109(4): 345-356 (12 pages)
Published Online: November 1, 1987
Article history
Received:
September 15, 1986
Revised:
April 22, 1987
Online:
October 30, 2009
Citation
Huang, Y. M., Krousgrill, C. M., and Bajaj, A. K. (November 1, 1987). "Nonlinear Response of a Dynamic System due to Oscillatory Flow." ASME. J. Offshore Mech. Arct. Eng. November 1987; 109(4): 345–356. https://doi.org/10.1115/1.3257030
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