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2025 | OriginalPaper | Chapter

9. A Novel OS@DF TF-Based Method for Simple Grid-Type Structures

Authors : Quankun Li, Xingjian Jing

Published in: Frequency Domain Nonlinear Vibration Features for Fault Diagnosis in Complex Structures

Publisher: Springer Nature Singapore

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Abstract

This chapter introduces a novel OS@DF TF-based method for diagnosing bolt-loosening faults in grid-type structures, such as steel truss bridges and roofs. The method overcomes the limitations of existing fault diagnosis techniques by decomposing complex structures into simpler T-type substructures and analyzing them individually. A nonlinear T-type MDOF model is developed to simulate potential faults as nonlinear connecting elements, and harmonic excitation loads are used to derive novel and local nonlinear features. A sensitive fault indicator based on the Euclidean distance measurement is defined, allowing for precise fault detection. The method's effectiveness is demonstrated through comparative studies on a lab bolted grid-type structure, showcasing its superiority over existing methods based on general TFs and NOFRF TFs. The chapter provides detailed theoretical analysis and experimental verification, making it a valuable resource for professionals seeking advanced fault diagnosis techniques in structural engineering.

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Metadata
Title
A Novel OS@DF TF-Based Method for Simple Grid-Type Structures
Authors
Quankun Li
Xingjian Jing
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-96-1702-9_9

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