Wavelet Transformation Approach for Damage Identification of Steel Structure Model

Author(s):  
Chandrabhan Patel ◽  
S. K. Panigrahi ◽  
Ajay Chourasia ◽  
Timir B. Roy ◽  
Ashutosh Bagchi ◽  
...  
2016 ◽  
Vol 144 ◽  
pp. 336-342 ◽  
Author(s):  
S.S. Patel ◽  
A.P. Chourasia ◽  
S.K. Panigrahi ◽  
J. Parashar ◽  
N. Parvez ◽  
...  

2019 ◽  
Vol 11 (1) ◽  
pp. 168781401881990 ◽  
Author(s):  
Hui-Yong Guo ◽  
He-Fa Yuan ◽  
Qi Huang

It is difficult for the traditional methods to identify uncertain damage problems caused by noise. Therefore, a gray cloud rule generator algorithm based on cloud model and modal strain energy is presented to solve the problems. Cloud model can simulate both randomness and fuzziness with fixed parameters. Therefore, it is applicable for the uncertain damage problems. First, modal strain energy and modal strain energy dissipation ratio index are introduced. Then, numerical characteristics of a cloud model are described and some cloud generators are analyzed. Finally, a gray cloud rule is proposed and the gray cloud rule generator algorithm based on the gray cloud rule generator and modal strain energy is developed. The interference of uncertain noise is reduced through a large number of cloud droplets. A two-dimensional truss structure model has been used to verify the effectiveness of the algorithm. The results indicate that the proposed gray cloud rule generator algorithm is applicable to identify the uncertain damage caused by noise, and the identification results of the proposed method are relatively better than those of modal strain energy dissipation ratio index.


IEEE Access ◽  
2020 ◽  
Vol 8 ◽  
pp. 101993-102006 ◽  
Author(s):  
Sinan Jasim Hadi ◽  
Mustafa Tombul ◽  
Sinan Q. Salih ◽  
Nadhir Al-Ansari ◽  
Zaher Mundher Yaseen

2014 ◽  
Vol 941-944 ◽  
pp. 2279-2283
Author(s):  
Yu Ying Wang ◽  
Wen Xiu Sun

Structure damage identification is a hot research area internationally in recent years. Two damage identification methods based on sensitivity analysis are concluded. A three-tier steel frame structure model is established through utilizing ANSYS10.0, the software of finite element analysis. Through modal analysis of finite element, the frequency and formation before and after damage are obtained. The position of damage of the model is fixed by applying two damage indexes. It is indicated from the results that these two methods are effective for damage identification of the space structure of steel frame.


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