Towards Finite Element Model Updating Based on Nonlinear Normal Modes

被引:17
作者
Peter, Simon [1 ]
Grundler, Alexander [1 ]
Reuss, Pascal [1 ]
Gaul, Lothar [1 ]
Leine, Remco I. [1 ]
机构
[1] Univ Stuttgart, Inst Appl & Expt Mech, Pfaffenwaldring 9, D-70550 Stuttgart, Germany
来源
NONLINEAR DYNAMICS, VOL 1 | 2017年
关键词
Nonlinear normal modes; FE-model updating; Nonlinear identification; Harmonic balance method; STRUCTURAL DYNAMICS; MECHANICAL SYSTEMS; MODAL-ANALYSIS; IDENTIFICATION;
D O I
10.1007/978-3-319-15221-9_20
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Local nonlinearities typically occur due to large deformation in certain parts of a structure or due to the presence of nonlinear coupling elements. Often the dynamic behavior of such elements is a priori unknown and has to be investigated experimentally before they can be included in numerical calculations. In this contribution an integrated method for estimation of linear as well as nonlinear system parameters based on the nonlinear normal modes (NNMs) of the structure is proposed. The characteristics of the nonlinear and linear parts of an assembly both contribute to its NNMs. Assuming that the functional form of the nonlinearity is known or can be estimated through non- parametric identification techniques, this feature can be exploited for the purpose of model updating. For the updating process the measured and calculated NNMs of a system are compared and their difference is minimized. In this context the numerical calculation of NNMs is performed using the Harmonic Balance Method (HBM). The properties of the proposed method are demonstrated on the numerical example of a 4DOF oscillator with a cubic nonlinearity. Furthermore, the effectiveness of the method is shown by updating the FE- model of a beam with cubic nonlinearity based on experimental data.
引用
收藏
页码:209 / 217
页数:9
相关论文
共 21 条
[1]  
[Anonymous], 2003, THESIS U W ONTARIO O
[2]  
Boswald M, 2014, P ISMA 2014
[3]  
Detroux T, 2014, P IMAC 32 ORL
[4]   On the physical interpretation of proper orthogonal modes in vibrations [J].
Feeny, BF ;
Kappagantu, R .
JOURNAL OF SOUND AND VIBRATION, 1998, 211 (04) :607-616
[5]  
Friswell M.I., 1995, Finite Element Model Updating in Structural Dynamics.
[6]   Nonlinear normal modes, Part I: A useful framework for the structural dynamicist [J].
Kerschen, G. ;
Peeters, M. ;
Golinval, J. C. ;
Vakakis, A. F. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2009, 23 (01) :170-194
[7]   Past, present and future of nonlinear system identification in structural dynamics [J].
Kerschen, G ;
Worden, K ;
Vakakis, AF ;
Golinval, JC .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2006, 20 (03) :505-592
[8]   A method for nonlinear modal analysis and synthesis: Application to harmonically forced and self-excited mechanical systems [J].
Krack, Malte ;
Panning-von Scheidt, Lars ;
Wallaschek, Joerg .
JOURNAL OF SOUND AND VIBRATION, 2013, 332 (25) :6798-6814
[9]   A numerical approach to directly compute nonlinear normal modes of geometrically nonlinear finite element models [J].
Kuether, Robert J. ;
Allen, Matthew S. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2014, 46 (01) :1-15
[10]   Complex non-linear modal analysis for mechanical systems: Application to turbomachinery bladings with friction interfaces [J].
Laxalde, Denis ;
Thouverez, Fabrice .
JOURNAL OF SOUND AND VIBRATION, 2009, 322 (4-5) :1009-1025