Modal testing for model validation of structures with discrete nonlinearities

被引:38
作者
Ewins, D. J. [1 ]
Weekes, B. [1 ]
Carri, A. Delli [1 ]
机构
[1] Univ Bristol, Dept Aerosp Engn, Bristol, Avon, England
来源
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 2015年 / 373卷 / 2051期
基金
英国工程与自然科学研究理事会;
关键词
nonlinear; modal testing; model upgrading; model updating; model validation; IDENTIFICATION; SYSTEMS;
D O I
10.1098/rsta.2014.0410
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Model validation using data from modal tests is now widely practiced in many industries for advanced structural dynamic design analysis, especially where structural integrity is a primary requirement. These industries tend to demand highly efficient designs for their critical structures which, as a result, are increasingly operating in regimes where traditional linearity assumptions are no longer adequate. In particular, many modern structures are found to contain localized areas, often around joints or boundaries, where the actual mechanical behaviour is far from linear. Such structures need to have appropriate representation of these nonlinear features incorporated into the otherwise largely linear models that are used for design and operation. This paper proposes an approach to this task which is an extension of existing linear techniques, especially in the testing phase, involving only just as much nonlinear analysis as is necessary to construct a model which is good enough, or 'valid': i.e. capable of predicting the nonlinear response behaviour of the structure under all in-service operating and test conditions with a prescribed accuracy. A short-list of methods described in the recent literature categorized using our framework is given, which identifies those areas in which further development is most urgently required.
引用
收藏
页数:18
相关论文
共 31 条
[1]   A frequency domain method for estimating the parameters of a non-linear structural dynamic model through feedback [J].
Adams, DE ;
Allemang, RJ .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2000, 14 (04) :637-656
[2]  
[Anonymous], 2011, HILBERT TRANSFORM AP
[3]   An extension of force appropriation to the identification of non-linear multi-degree of freedom systems [J].
Atkins, PA ;
Wright, JR ;
Worden, K .
JOURNAL OF SOUND AND VIBRATION, 2000, 237 (01) :23-43
[4]   Identifying and quantifying structural nonlinearities in engineering applications from measured frequency response functions [J].
Carrella, A. ;
Ewins, D. J. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2011, 25 (03) :1011-1027
[5]  
Cohen L., 1995, TIME FREQUENCY ANAL
[6]  
Crawley E.F., 1986, STRUCT DYNAM-US, P659
[7]   ASYMPTOTIC WAVELET AND GABOR ANALYSIS - EXTRACTION OF INSTANTANEOUS FREQUENCIES [J].
DELPRAT, N ;
ESCUDIE, B ;
GUILLEMAIN, P ;
KRONLANDMARTINET, R ;
TCHAMITCHIAN, P ;
TORRESANI, B .
IEEE TRANSACTIONS ON INFORMATION THEORY, 1992, 38 (02) :644-664
[8]  
Dynamic Testing Agency (DTA), 1996, HDB GUID BEST PRACT
[9]   System identification using associated linear equations [J].
Feijoo, JAV ;
Worden, K ;
Stanway, R .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2004, 18 (03) :431-455
[10]   The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis [J].
Huang, NE ;
Shen, Z ;
Long, SR ;
Wu, MLC ;
Shih, HH ;
Zheng, QN ;
Yen, NC ;
Tung, CC ;
Liu, HH .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1998, 454 (1971) :903-995