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Author:

Wu, Shao-Dong (Wu, Shao-Dong.) | Shang, De-Guang (Shang, De-Guang.) | Zhou, Chang (Zhou, Chang.) | Ma, Jing-Xin (Ma, Jing-Xin.) | Ma, Ze-Peng (Ma, Ze-Peng.) | Zhao, Bo-Cheng (Zhao, Bo-Cheng.)

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EI Scopus SCIE

Abstract:

For vibration response signals with mean stress, a Rayleigh function with a multiplier was used to fit the probability distribution of stress amplitude corrected to vibration response signals with zero mean stress. An equation was developed by the obtained S-N curves for welded 1Cr18Ni9Ti stainless steel connections with stress ratios of −1, 0.1, and 0.5, respectively, to convert the stress amplitudes of cyclic loadings with different mean stress to stress amplitudes with zero mean stress for the same fatigue life. Based on the S-N curve of material with a stress ratio of −1 and the Miner linear damage accumulation theory, a vibration fatigue life prediction method was proposed. The results of the random vibration fatigue test with non-zero mean stress on the pipeline of the launch vehicle have verified the accuracy of the proposed method. © 2024

Keyword:

Vibration analysis Fatigue testing Welds Titanium alloys Stainless steel Chromium steel Fatigue damage

Author Community:

  • [ 1 ] [Wu, Shao-Dong]College of Mechanical and Energy Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Shang, De-Guang]College of Mechanical and Energy Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhou, Chang]Beijing Institute of Structure and Environment Engineering, Beijing; 100076, China
  • [ 4 ] [Ma, Jing-Xin]Beijing Institute of Structure and Environment Engineering, Beijing; 100076, China
  • [ 5 ] [Ma, Ze-Peng]Huawei Technologies Co., Ltd, Shenzhen; 518038, China
  • [ 6 ] [Zhao, Bo-Cheng]College of Mechanical and Energy Engineering, Beijing University of Technology, Beijing; 100124, China

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Source :

Engineering Fracture Mechanics

ISSN: 0013-7944

Year: 2025

Volume: 314

5 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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