TY - JOUR
T1 - The hybrid multivariate analysis method for damage detection
AU - Yang, Zhi Bo
AU - Chen, Xue Feng
AU - Xie, Yong
AU - Zhang, Xing Wu
N1 - Publisher Copyright:
Copyright © 2015 John Wiley & Sons, Ltd.
PY - 2016/1/1
Y1 - 2016/1/1
N2 - Summary As the defects and superiorities of indices are mutualisms frequently, such as noise immunity and damage sensitivity, damage identification based on single damage index may hardly present the effective result all the time, so multiple indices fusion method is introduced in this paper to achieve some complementary improvements. In this paper, two kinds of no-baseline mode shape-based damage indices, namely, the generalized local entropy and the curvature waveform capacity fractural, are utilized to construct the basic index set for combination, and the fuzzy cluster method is introduced in order to establish fusion process. These two parts generate the hybrid multivariate analysis method finally. The multivariate analysis' superiority mainly displays on two aspects: (1) the use of no-baseline mode shape-based method ensures the damage detection efficiency with the absence of healthy mode shape serving as baseline and (2) the fusion conducted by cluster method provides the mutual support and complementation among indices, which can enhance the robustness of algorithm. The performances of the present method are verified via sufficient numerical examples, and then experiments are demonstrated on three typical engineering structures, namely, cantilever beam, blower wheel, and rotor, for further validations.
AB - Summary As the defects and superiorities of indices are mutualisms frequently, such as noise immunity and damage sensitivity, damage identification based on single damage index may hardly present the effective result all the time, so multiple indices fusion method is introduced in this paper to achieve some complementary improvements. In this paper, two kinds of no-baseline mode shape-based damage indices, namely, the generalized local entropy and the curvature waveform capacity fractural, are utilized to construct the basic index set for combination, and the fuzzy cluster method is introduced in order to establish fusion process. These two parts generate the hybrid multivariate analysis method finally. The multivariate analysis' superiority mainly displays on two aspects: (1) the use of no-baseline mode shape-based method ensures the damage detection efficiency with the absence of healthy mode shape serving as baseline and (2) the fusion conducted by cluster method provides the mutual support and complementation among indices, which can enhance the robustness of algorithm. The performances of the present method are verified via sufficient numerical examples, and then experiments are demonstrated on three typical engineering structures, namely, cantilever beam, blower wheel, and rotor, for further validations.
KW - curvature waveform capacity dimension
KW - damage detection
KW - generalized local entropy
KW - hybrid multivariate analysis
KW - mode shape
KW - no-baseline method
UR - https://www.scopus.com/pages/publications/84955195689
U2 - 10.1002/stc.1758
DO - 10.1002/stc.1758
M3 - 文章
AN - SCOPUS:84955195689
SN - 1545-2255
VL - 23
SP - 123
EP - 143
JO - Structural Control and Health Monitoring
JF - Structural Control and Health Monitoring
IS - 1
ER -