Vibration amplification mechanism and theoretical mitigation strategy for feedwater flow meter brackets in nuclear power plants

Excessive low-frequency vibration can impair the reliability of safety-class instruments in nuclear power plants. This study investigates vibration amplification in a feedwater flow meter bracket mounted on a steel grating platform in Unit 4. Field tests showed that the 10–50 Hz band contributed more than 56.1% of the mean-square acceleration at the transmitter and valve-group panels. An equivalent cantilever-beam model and a single-degree-of-freedom isolation model guided the retrofit. The design combined local reinforcement, a 250 mm reduction in effective cantilever length, and BE-40 rubber vibration isolators. Finite element response trends, laboratory tests, and field measurements all showed lower dynamic responses after the retrofit. The overall vibration acceleration level at the transmitter decreased by 18.4–26.4 dB over 10 Hz-8 kHz and met the applicable NB/T 25,081–2018 criterion. These results provide a practicable design route for mitigating vibration in lightweight instrument brackets mounted on flexible support platforms.

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Publication Details

Journal
Scientific Reports
Published
2026-10-14
DOI
https://doi.org/10.1038/s41598-026-75038-6
Primary Topic
Fluid Dynamics and Vibration Analysis
Type
article
Field-Weighted Citation Impact
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article

Vibration amplification mechanism and theoretical mitigation strategy for feedwater flow meter brackets in nuclear power plants

Yaofei Li, Shiliang Jiang, Bo Gu, Shuai Wang et al.
Scientific Reports
Fluid Dynamics and Vibration Analysis
article

Vibration amplification mechanism and theoretical mitigation strategy for feedwater flow meter brackets in nuclear power plants

Yaofei Li, Shiliang Jiang, Bo Gu, Shuai Wang, Bo Zhao
article en

Abstract

Excessive low-frequency vibration can impair the reliability of safety-class instruments in nuclear power plants. This study investigates vibration amplification in a feedwater flow meter bracket mounted on a steel grating platform in Unit 4. Field tests showed that the 10–50 Hz band contributed more than 56.1% of the mean-square acceleration at the transmitter and valve-group panels. An equivalent cantilever-beam model and a single-degree-of-freedom isolation model guided the retrofit. The design combined local reinforcement, a 250 mm reduction in effective cantilever length, and BE-40 rubber vibration isolators. Finite element response trends, laboratory tests, and field measurements all showed lower dynamic responses after the retrofit. The overall vibration acceleration level at the transmitter decreased by 18.4–26.4 dB over 10 Hz-8 kHz and met the applicable NB/T 25,081–2018 criterion. These results provide a practicable design route for mitigating vibration in lightweight instrument brackets mounted on flexible support platforms.

Scientific Reports
Wuhan Ship Development & Design Institute (CN), China State Shipbuilding (China) (CN)
Openalex Percentile: Top 19%
Fluid Dynamics and Vibration Analysis
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