Numerical and experimental assessment of the modal curvature method for damage detection in plate structures

被引:1
|
作者
Mosti, Francesco [1 ]
Quaranta, Giuseppe [1 ]
Lacarbonara, Walter [1 ]
机构
[1] Univ Roma La Sapienza, Dept Struct & Geotech Engn, I-00184 Rome, Italy
关键词
DIFFERENTIATION; BEAMS;
D O I
10.1051/matecconf/20141602007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper is concerned with the use of numerically obtained modal curvatures for damage detection in both isotropic and composite laminated plates. Numerical simulations are carried out by using COMSOL Multiphysics as FEM solver of the governing equations, in which a Mindlin-Reissner plate model is assumed and defects are introduced as localized smoothed variations of the baseline (healthy) configuration. Experiments are also performed on steel and aluminum plates using scanning laser vibrometry. This study confirms that the central difference method greatly amplifies the measurement errors and its application leads to ineffective predictions for damage detection, even after denoising. As a consequence, different numerical techniques should be explored to allow the use of numerically obtained modal curvatures for structural health monitoring. Herein, the Savitzky-Golay filter (or least-square smoothing filter) is considered for the numerical differentiation of noisy data. Our results show that this filter is effective in identifying the damaged regions of plate structures.
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页数:4
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