Experimental evaluation of a quasi-modal parameter based rotor foundation identification technique. (22nd December 2017)

• Record Type: Journal Article
• Authors: Yu, Minli; Liu, Jike; Feng, Ningsheng; Hahn, Eric J.
• Is Part Of: Journal of sound and vibration. Volume 411(2017)
• Page Start: 165
• Page End: 192
• Publication Date: 2017-12-22
• Subjects: Experimental evaluation -- Rotor foundation identification -- Non-proportional damping -- Complex modal parameter; Sound -- Periodicals; Vibration -- Periodicals; Son -- Périodiques; Vibration -- Périodiques; Sound; Vibration; Periodicals; Electronic journals; 620.205
• DOI: 10.1016/j.jsv.2017.08.034
• Languages: English
• ISSNs: 0022-460X

Abstract

Abstract: Correct modelling of the foundation of rotating machinery is an invaluable asset in model-based rotor dynamic study. One attractive approach for such purpose is to identify the relevant modal parameters of an equivalent foundation using the motion measurements of rotor and foundation at the bearing supports. Previous research showed that, a complex quasi-modal parameter based system identification technique could be feasible for this purpose; however, the technique was only validated by identifying simple structures under harmonic excitation. In this paper, such identification technique is further extended and evaluated by identifying the foundation of a numerical rotor-bearing-foundation system and an experimental rotor rig respectively. In the identification of rotor foundation with multiple bearing supports, all application points of excitation forces transmitted through bearings need to be included; however the assumed vibration modes far outside the rotor operating speed cannot or not necessary to be identified. The extended identification technique allows one to identify correctly an equivalent foundation with fewer modes than the assumed number of degrees of freedom, essentially by generalising the technique to be able to handle rectangular complex modal matrices. The extended technique is robust in numerical and experimental validation and is therefore likely to be applicable in the field. Highlights: Equivalent foundation identification of rotating machinery. Identification under proportional/non-proportional hysteretic damping assumption. Equivalent foundation with fewer modes than the assumed number of DOFs. Validation via numerical and experimental rotor-bearing-foundation system.