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contributor authorI. Y. Shen
contributor authorHyunchul Kim
date accessioned2017-05-09T00:22:13Z
date available2017-05-09T00:22:13Z
date copyrightJune, 2006
date issued2006
identifier issn1048-9002
identifier otherJVACEK-28880#375_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134952
description abstractThis paper is to develop a unified algorithm to predict vibration of spinning asymmetric rotors with arbitrary geometry and complexity. Specifically, the algorithm is to predict vibration response of spinning rotors from a ground-based observer. As a first approximation, the effects of housings and bearings are not included in this analysis. The unified algorithm consists of three steps. The first step is to conduct a finite element analysis on the corresponding stationary rotor to extract natural frequencies and mode shapes. The second step is to represent the vibration of the spinning rotor in terms of the mode shapes and their modal response in a coordinate system that is rotating with the spinning rotor. The equation of motion governing the modal response is derived through use of the Lagrange equation. To construct the equation of motion, explicitly, the results from the finite element analysis will be used to calculate the gyroscopic matrix, centrifugal stiffening (or softening) matrix, and generalized modal excitation vector. The third step is to solve the equation of motion to obtain the modal response, which, in turn, will lead to physical response of the rotor for a rotor-based observer or for a ground-based observer through a coordinate transformation. Results of the algorithm indicate that Campbell diagrams of spinning asymmetric rotors will not only have traditional forward and backward primary resonances as in axisymmetric rotors, but also have secondary resonances caused by higher harmonics resulting from the mode shapes. Finally, the algorithm is validated through a calibrated experiment using rotating disks with evenly spaced radial slots. Qualitatively, all measured vibration spectra show significant forward and backward primary resonances as well as secondary resonances as predicted in the theoretical analysis. Quantitatively, measured primary and secondary resonance frequencies agree extremely well with those predicted from the algorithm with mostly <3.5% difference.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Linearized Theory on Ground-Based Vibration Response of Rotating Asymmetric Flexible Structures
typeJournal Paper
journal volume128
journal issue3
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2172265
journal fristpage375
journal lastpage384
identifier eissn1528-8927
keywordsForce
keywordsSpin (Aerodynamics)
keywordsEquations of motion
keywordsAlgorithms
keywordsRotors
keywordsVibration
keywordsDisks
keywordsFrequency
keywordsShapes
keywordsGeometry
keywordsResonance AND Finite element analysis
treeJournal of Vibration and Acoustics:;2006:;volume( 128 ):;issue: 003
contenttypeFulltext


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