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Frontiers of Mechanical Engineering

ISSN 2095-0233

ISSN 2095-0241(Online)

CN 11-5984/TH

Postal Subscription Code 80-975

2018 Impact Factor: 0.989

Front Mech Eng Chin    2009, Vol. 4 Issue (3) : 289-299    https://doi.org/10.1007/s11465-009-0064-3
RESEARCH ARTICLE
Identification of dynamic stiffness matrix of bearing joint region
Feng HU, Bo WU(), Youmin HU, Tielin SHI
National Key Laboratory of Digital Manufacturing and Assembling Technology, Huazhong University of Science and Technology, Wuhan 430074, China
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Abstract

The paper proposes an identification method of the dynamic stiffness matrix of a bearing joint region on the basis of theoretical analysis and experiments. The author deduces an identification model of the dynamic stiffness matrix from the synthetic substructure method. The dynamic stiffness matrix of the bearing joint region can be identified by measuring the matrix of frequency response function (FRFs) of the substructure (axle) and whole structure (assembly of the axle, bearing, and bearing housing) in different positions. Considering difficulty in measuring angular displacement, applying moment, and directly measuring relevant FRFs of rotational degree of freedom, the author employs an accurately calibrated finite element model of the unconstrained structure for indirect estimation. With experiments and simulation analysis, FRFs related with translational degree of freedom, which is estimated through the finite element model, agrees with experimental results, and there is very high reliability in the identified dynamic stiffness matrix of the bearing joint region.

Keywords frequency response function (FRFs)      dynamic stiffness      finite element      synthetic substructure method      joint region     
Corresponding Author(s): WU Bo,Email:bowu@mail.hust.edu.cn   
Issue Date: 05 September 2009
 Cite this article:   
Feng HU,Bo WU,Youmin HU, et al. Identification of dynamic stiffness matrix of bearing joint region[J]. Front Mech Eng Chin, 2009, 4(3): 289-299.
 URL:  
https://academic.hep.com.cn/fme/EN/10.1007/s11465-009-0064-3
https://academic.hep.com.cn/fme/EN/Y2009/V4/I3/289
Fig.1  Connection structure
Fig.2  Assembly diagram of axle and bearing housing
1 screw; 2 gland; 3 locknut; 4 left axle housing; 5 rolling ball bearing; 6 axle housing; 7 bearing housing; 8 axle
Fig.3  Axle and bearing (unit: mm)
Fig.4  Structural dimension of axle (unit: mm)
materials No. 45 quenched and tempered steel
young modulus/Pa2.1E11
poisson ratio 0.3
density/(kg/m3)7850
Tab.1  Property of materials
natural frequencyfinite elementmodal test
1644645
2644646
314021407
414021406
523262346
623262345
Tab.2  Comparison of unconstraint structures in natural frequency (Hz)
1st-order2nd-order3rd-order4th-order5th-order6th-order
damping ratio /%0.010.010.020.020.10.1
Tab.3  Damping of various order modes
Fig.5  FRFs of in the -axle direction obtained by experiments (by launching excitation and collecting the vibration signal in the -axle direction) and FRFs attained through the finite element model
Fig.6  FRFs of in the -axle direction obtained by experiments (by launching excitation and collecting vibration signals in the -axle direction) and FRFs attained through the finite element model
Fig.7  
Fig.8  
Fig.9  Dynamic stiffness matrix . (a); (b); (c); (d); (e); (f); (g); (h); (i); (j); (k); (l); (m); (n); (o)
Fig.10  Comparison between estimation results and experimental results of FRFs of freedom degree of 2 in -axle direction
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