Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal Analysis

In wind turbine systems, bolted connections are frequently subjected to gravitational and centrifugal loads transmitted by the blades during operation. This can lead to the attenuation of bolt preloading, resulting in bolt loosening or uneven loading, which in turn affects the service life of the ge...

Full description

Saved in:
Bibliographic Details
Main Authors: Hongwei Zhang, Tao Chen, Kangkang Ji, Meng Zhu, Chengwei Ju
Format: Article
Language:English
Published: Wiley 2023-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2023/6653564
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832547829831172096
author Hongwei Zhang
Tao Chen
Kangkang Ji
Meng Zhu
Chengwei Ju
author_facet Hongwei Zhang
Tao Chen
Kangkang Ji
Meng Zhu
Chengwei Ju
author_sort Hongwei Zhang
collection DOAJ
description In wind turbine systems, bolted connections are frequently subjected to gravitational and centrifugal loads transmitted by the blades during operation. This can lead to the attenuation of bolt preloading, resulting in bolt loosening or uneven loading, which in turn affects the service life of the generator unit. Therefore, the study of bolt preloading variations is crucial. However, there are numerous factors influencing bolt preloading, and the existing techniques struggle to precisely assess bolt preloading. This paper proposed a bolt preloading evaluation technique based on the hammer modal method. Focusing on the 42CrMo4 bolted connection of a pitch bearing, a test platform for bolt preloading assessment is constructed. Hammer modal tests are conducted under various preloading forces. By combining finite element modal analysis, the correspondence between preloading changes and the bending frequencies and modes of the bolted connection is obtained. The research illustrated that with changes in bolt preloading, variations occur in coherence, phase, and natural frequencies of frequency response functions. The fundamental correlation between bolt preloading and the second-order bending frequency can be utilized to assess changes in preloading. Furthermore, the applicability of this method has been validated, offering a reference for evaluating bolt preloading.
format Article
id doaj-art-24fbd14a477845bf92f41115d2a4b242
institution Kabale University
issn 1875-9203
language English
publishDate 2023-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-24fbd14a477845bf92f41115d2a4b2422025-02-03T06:43:13ZengWileyShock and Vibration1875-92032023-01-01202310.1155/2023/6653564Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal AnalysisHongwei Zhang0Tao Chen1Kangkang Ji2Meng Zhu3Chengwei Ju4School of Mechanical EngineeringSchool of Mechanical EngineeringSchool of Mechanical EngineeringSchool of Mechanical EngineeringGuangxi Special Equipment Inspection and Research InstituteIn wind turbine systems, bolted connections are frequently subjected to gravitational and centrifugal loads transmitted by the blades during operation. This can lead to the attenuation of bolt preloading, resulting in bolt loosening or uneven loading, which in turn affects the service life of the generator unit. Therefore, the study of bolt preloading variations is crucial. However, there are numerous factors influencing bolt preloading, and the existing techniques struggle to precisely assess bolt preloading. This paper proposed a bolt preloading evaluation technique based on the hammer modal method. Focusing on the 42CrMo4 bolted connection of a pitch bearing, a test platform for bolt preloading assessment is constructed. Hammer modal tests are conducted under various preloading forces. By combining finite element modal analysis, the correspondence between preloading changes and the bending frequencies and modes of the bolted connection is obtained. The research illustrated that with changes in bolt preloading, variations occur in coherence, phase, and natural frequencies of frequency response functions. The fundamental correlation between bolt preloading and the second-order bending frequency can be utilized to assess changes in preloading. Furthermore, the applicability of this method has been validated, offering a reference for evaluating bolt preloading.http://dx.doi.org/10.1155/2023/6653564
spellingShingle Hongwei Zhang
Tao Chen
Kangkang Ji
Meng Zhu
Chengwei Ju
Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal Analysis
Shock and Vibration
title Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal Analysis
title_full Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal Analysis
title_fullStr Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal Analysis
title_full_unstemmed Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal Analysis
title_short Study on Preload of Bolted Connections in Pitch Bearing Based on Vibration Modal Analysis
title_sort study on preload of bolted connections in pitch bearing based on vibration modal analysis
url http://dx.doi.org/10.1155/2023/6653564
work_keys_str_mv AT hongweizhang studyonpreloadofboltedconnectionsinpitchbearingbasedonvibrationmodalanalysis
AT taochen studyonpreloadofboltedconnectionsinpitchbearingbasedonvibrationmodalanalysis
AT kangkangji studyonpreloadofboltedconnectionsinpitchbearingbasedonvibrationmodalanalysis
AT mengzhu studyonpreloadofboltedconnectionsinpitchbearingbasedonvibrationmodalanalysis
AT chengweiju studyonpreloadofboltedconnectionsinpitchbearingbasedonvibrationmodalanalysis