Technical Papers
Jun 20, 2018

Structural Stiffness Identification of Traditional Mortise-Tenon Joints Based on Statistical Process Control Chart

Publication: Journal of Aerospace Engineering
Volume 31, Issue 5

Abstract

This paper proposes a novel index, the extreme value of the largest principal component scores of the generalized likelihood ratio based on the statistical process control chart, to develop a structural stiffness identification method for assessing traditional Chinese mortise-tenon joints. The proposed method involves four stages. First, a generalized likelihood ratio test is conducted by transforming the collected acceleration signals into the generalized likelihood ratio matrix. Second, principal component analysis (PCA) is used to reduce data dimensionality and extract the extreme values of the first principle component scores as a novel control index. Subsequently, a statistical process control chart is drawn via the proposed control index. Finally, the ratio of the structural stiffness reduction can be evaluated by establishing the relationship between the stiffness and number of control indices outside the upper and lower control limits in the statistical process control chart. The proposed method is validated by vibration test data acquired from a traditional timber frame under reversed cyclic loads and vibration in a laboratory. The results show that (1) the proposed index performed in the statistical process control chart is able to monitor the novelty of the mortise-tenon timber joint; and (2) the proposed method can be used to assess the states of the timber structure and even predict further structural stiffness.

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Acknowledgments

The work described in this paper was partially supported by the National Natural Science Foundation of China (No. 51678156). In addition, the authors appreciate the sincere help of Professor G. Song and Dr. Q. Kong from the University of Houston and also thank the anonymous referees for their constructive comments and suggestions.

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Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 31Issue 5September 2018

History

Received: Aug 2, 2017
Accepted: Mar 14, 2018
Published online: Jun 20, 2018
Published in print: Sep 1, 2018
Discussion open until: Nov 20, 2018

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Shao-Fei Jiang [email protected]
Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350108, China; mailing address: No. 2 Xueyuan Rd., Fuzhou University Town New District, Fuzhou 350108, China (corresponding author). Email: [email protected]
Ming-Hao Wu
Ph.D. Candidate, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350108, China; mailing address: No. 2 Xueyuan Rd., Fuzhou University Town New District, Fuzhou 350108, China.
Sheng-Lan Ma
Research Associate, College of Civil Engineering, Fujian Univ. of Technology, Fuzhou, Fujian 350116, China; mailing address: No. 3 Xueyuan Rd., Fuzhou University Town New District, Fuzhou 350108, China.
Dong-Yong Lin
Master’s Student, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350108, China; mailing address: No. 2 Xueyuan Rd., Fuzhou University Town New District, Fuzhou 350108, China.

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