Data fusion and residual convolutional auto-encoder based structural damage identification

被引:0
|
作者
Liu Y. [1 ]
Jiang Y. [1 ]
Wang S. [1 ]
Ma C. [1 ]
机构
[1] College of Engineering, Ocean University of China, Qingdao
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2023年 / 42卷 / 04期
关键词
data fusion; Deep-sea mining riser; one dimensional residual convolutional auto-encoder (1D-RCAE); principal component analysis (PCA); structural damage identification;
D O I
10.13465/j.cnki.jvs.2023.04.023
中图分类号
学科分类号
摘要
Deep-sea mining riser continuously suffer from internal Solid-liquid two-phase fluid abrasion and external wind-wave-current coupling load during operation, and structure damage gradually accumulates. Because of high slenderness ratio and flexibility, it is difficult to identify modal parameters, and the damage sensitivity of single measuring point response is low when applying traditional damage detection method to deep-sea mining riser. To solve the problems, a data fusion and one dimension residual convolutional auto-encoder (1D-RCAE) based method is proposed for deep-sea mining riser damage identification. Firstly, PCA is used to fuse bending strain responses from multiple measuring points into one variable. Then, the 1D-RCAE is used to extract the damage sensitive feature (DSF) from the fused variable. Lastly, the Mahalanobis distance between the extracted DSF under the currently testing and the baseline conditions is selected as the damage index. The damage detection effectiveness is verified on a 500m numerical model and a laboratory model of deep-sea mining riser, and the result shows that the accuracy of damage identification is higher than 98%. At the same time, the effects of noise pollution and changing marine environment is explored. © 2023 Chinese Vibration Engineering Society. All rights reserved.
引用
收藏
页码:194 / 203
页数:9
相关论文
共 17 条
  • [1] MILLER K A, THOMPSON K F, JOHNSTON P, Et al., An overview ol seabed mining including the current state ol development, environmental impacts, and knowledge gaps [J], Frontiers in Marine Science, 4, (2018)
  • [2] WANG S Q, XU M Q., Modal strain energy-based structural damage identification: a review and comparative study [J], Structural Engineering International, 29, 2, pp. 1-15, (2018)
  • [3] ZHANG Zhaode, WANG Deyu, Study on crack detection using modal parameters of a damaged jacket platform [J], Journal of Vibration and Shock, 23, 3, pp. 5-10, (2004)
  • [4] MIN C, KIM H, YEU T, Et al., Sensitivity-based damage detection in deep water risers using modal parameters: numerical study [J], Smart Structures & Systems, 15, 2, pp. 315-334, (2015)
  • [5] GRAVES J R, DAREING D W., Direct method for determining natural frequencies ol marine risers in deep water [J], Journal ol Energy Resources Technology, 126, 1, pp. 47-53, (2004)
  • [6] JE H M, PARK S Y., A study on damage detection of production riser [J], Journal ol Navigation and Port Research, 39, 3, pp. 179-184, (2015)
  • [7] Vibration-based damage detection in flexible risers using time series analysis [J], Doboku Gakkai Ronbunshuu A, 63, 3, pp. 423-433, (2007)
  • [8] LIU H, YANG HZ, LIU F S, Et al., Damage localization of marine risers using time series ol vibration signals [J], Journal ol Ocean University ol China, 13, 5, pp. 777-781, (2014)
  • [9] MASCI J, MEIER U, CIRE§AN D, Et al., Stacked convolutional auto-encoders for hierarchical feature extraction, International Conference on Artificial Neural Networks, (2011)
  • [10] YANG Q, SHEN D J, DU W C, Et al., A Deep learning-based framework for damage detection with time series [J]