EMD-Shannon Entropy-Based Methodology to Detect Incipient Damages in a Truss Structure

被引:32
|
作者
Moreno-Gomez, Alejandro [1 ]
Amezquita-Sanchez, Juan P. [2 ]
Valtierra-Rodriguez, Martin [2 ]
Perez-Ramirez, Carlos A. [2 ]
Dominguez-Gonzalez, Aurelio [1 ]
Chavez-Alegria, Omar [1 ]
机构
[1] Autonomous Univ Queretaro, Fac Engn, Cerro Campanas S-N, Santiago De Queretaro 76010, Queretaro, Mexico
[2] Autonomous Univ Queretaro, ENAP RG, Fac Engn, Campus San Juan del Rio,Rio Moctezuma 249, Col San Cayetano 76805, San Juan Del Ri, Mexico
来源
APPLIED SCIENCES-BASEL | 2018年 / 8卷 / 11期
关键词
structural health monitoring; vibrations; empirical mode decomposition; truss structure; Shannon entropy; incipient damage detection; corrosion; EMPIRICAL MODE DECOMPOSITION; BLIND SOURCE SEPARATION; WAVELET NEURAL-NETWORK; SYSTEM-IDENTIFICATION; CRACK DETECTION; HEALTH; MUSIC; LOCALIZATION; TRANSFORM; DIAGNOSIS;
D O I
10.3390/app8112068
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Truss-type designs are widely used in civil structures. Despite the fact that they are robust and reliable structures, different kinds of damage can appear. In order to avoid human and economic losses, the development and application of damage-detection methodologies are paramount. In this work, a methodology based on the empirical mode decomposition (EMD) method and the Shannon Entropy Index (SEI) to detect incipient damages associated with corrosion in a 3D 9-bay truss-type bridge is presented. As different EMD methods are presented in literature, the most representative methods are investigated in order to evaluate their performance for this task. To this end, the vibration signals generated in the truss-type bridge at different conditions are analyzed. For the damage condition, four severity levels of simulated corrosion (1 mm, 3 mm, 5 mm, and 8 mm of diameter reduction) generated into the elements of truss-type bridge are considered. Results demonstrate the effectiveness of the proposal in terms of detecting corrosion in its very early stage (1 mm of reduction in the element).
引用
收藏
页数:16
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