Model error correction from truncated modal flexibility sensitivity and generic parameters: Part I - Simulation

被引:51
作者
Wu, D [1 ]
Law, SS [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Hong Kong, Peoples R China
关键词
vibration; model updating; generic element; modal flexibility; sensitivity; finite element method; model error;
D O I
10.1016/S0888-3270(03)00094-3
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A great advantage of the flexibility based method is the availability of the large amount of measured information from a few lower modes which can be practically measured. But the modal truncated errors would be significant for a structure with high modal density, and this poses a limitation on the usage of existing flexibility methods. This paper presents the truncated modal flexibility sensitivity with respect to the generic parameters, and a model updating method is proposed based on this sensitivity and incomplete measurement. The loss of contribution from the higher modes to the modal flexibility will not be a source of error in the proposed method. The effect of spatial incompleteness and measurement noise is investigated with numerical studies. The proposed approach is found capable of updating both the systematic model error and local stiffness error separately in a single or two stages under noisy environment. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1381 / 1399
页数:19
相关论文
共 22 条
[1]  
AKTAN AE, 1995, N AM WORKSH INSTR VI
[2]   On model updating using neural networks [J].
Atalla, MJ ;
Inman, DJ .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1998, 12 (01) :135-161
[3]   ANALYTICAL MODEL IMPROVEMENT USING MODAL TEST-RESULTS [J].
CHEN, JC ;
GARBA, JA .
AIAA JOURNAL, 1980, 18 (06) :684-690
[4]   STATISTICAL IDENTIFICATION OF STRUCTURES [J].
COLLINS, JD ;
HART, GC ;
HASSELMAN, TK ;
KENNEDY, B .
AIAA JOURNAL, 1974, 12 (02) :185-190
[5]   On the use of consistent and significant information to reduce ill-conditioning in dynamic model updating [J].
D'Ambrogio, W ;
Fregolent, A .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1998, 12 (01) :203-222
[6]   GENERIC ELEMENT MATRICES SUITABLE FOR FINITE-ELEMENT MODEL UPDATING [J].
GLADWELL, GML ;
AHMADIAN, H .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1995, 9 (06) :601-614
[7]   THE USE OF THE L-CURVE IN THE REGULARIZATION OF DISCRETE III-POSED PROBLEMS [J].
HANSEN, PC ;
OLEARY, DP .
SIAM JOURNAL ON SCIENTIFIC COMPUTING, 1993, 14 (06) :1487-1503
[8]  
HOFF C, 1989, INT J ANAL EXPT MODA, V4, P1
[9]  
HOYOS A, 1987, 87 LOUIS STAT U
[10]   Efficient numerical model for the damage detection of large scale structure [J].
Law, SS ;
Chan, THT ;
Wu, D .
ENGINEERING STRUCTURES, 2001, 23 (05) :436-451