随机海洋环境下基于互相关函数和主成分分析的平台结构损伤辨识

李伟1,2,黄焱1,3

振动与冲击 ›› 2021, Vol. 40 ›› Issue (7) : 179-187.

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振动与冲击 ›› 2021, Vol. 40 ›› Issue (7) : 179-187.
论文

随机海洋环境下基于互相关函数和主成分分析的平台结构损伤辨识

  • 李伟1,2,黄焱1,3
作者信息 +

Damage identification of platform structure based on cross correlation function and PCA in random ocean environment

  • LI Wei1,2, HUANG Yan1,3
Author information +
文章历史 +

摘要

为了确保海洋平台安全作业,及时辨识损伤以及进行损伤定位,海洋平台结构健康监测技术已成为学者研究关注的重要问题。针对某在役导管架平台,对平台在不同随机波浪激励下的动力响应分别进行了健康状态和损伤状态的数值模拟。在损伤辨识过程中,对结构不同位置的动力响应进行互相关分析,提取损伤敏感特征;利用主成分分析(principal component analysis ,PCA)方法从复杂的数据中提取主成分;定义损伤指标并进行损伤辨识。针对传统PCA方法对某些杆件的损伤辨识精度不高等问题,提出了一种新的主成分选取方式,并在此基础上对传统PCA方法进行了改进。结果表明,改进后的PCA方法有效提高了损伤辨识的精度,可以对随机波浪条件下的结构损伤进行准确辨识。

Abstract

In order to ensure safety of offshore platform, identify and locate its damage in time, the structural health monitoring technology of offshore platform has become an important issue for scholars. Here, for a jacket platform in service, its dynamic responses under different random wave excitations were numerically simulated in health state and damage state, respectively. In the process of damage identification, cross-correlation analyses of dynamic responses of different positions of the platform were performed to extract damage sensitive features. Then the principal component analysis (PCA) method was used to extract principal component from complex data. Finally, the damage index was defined and the damage identification was done. Aiming at the problem of the traditional PCA method’s accuracy for damage identification of some members being not high, a new method of selecting principal components was proposed to improve the traditional PCA method. The results showed that the improved PCA method can effectively improve the accuracy of damage identification to correctly identify structural damage under random wave condition.

关键词

互相关函数 / 主成分分析(PCA) / 平台结构 / 损伤辨识

Key words

cross-correlation function / principal component analysis (PCA) / platform structure / damage identification

引用本文

导出引用
李伟1,2,黄焱1,3. 随机海洋环境下基于互相关函数和主成分分析的平台结构损伤辨识[J]. 振动与冲击, 2021, 40(7): 179-187
LI Wei1,2, HUANG Yan1,3. Damage identification of platform structure based on cross correlation function and PCA in random ocean environment[J]. Journal of Vibration and Shock, 2021, 40(7): 179-187

参考文献

[1]法拉C R,沃登K. 机器学习视角的结构健康监测[M]. 单德山,付春雨,郭珊,译.北京:科学出版社, 2016.
[2]包兴先. 基于模型定阶和信号消噪的海洋平台结构模态参数识别研究[D].青岛:中国海洋大学,2010.
[3]辛峻峰. 基于随机子空间法的海洋平台模态参数识别技术研究[D].青岛:中国海洋大学,2013.
[4]林裕裕,王典鹤,王树青,等.基于小波变换的海洋平台损伤检测研究[J].中国海洋大学学报,2011(增刊1): 413-419.
LIN Yuyu,WANG Dianhe, WANG Shuqing,et al.Study on damage detection of offshore platforms based on wavelet transform[J].Periodical of Ocean University of China, 2011(Sup 1): 413-419.
[5]MALEKZEHTABAND H, GOLAFSHANI A A.Damage detection in an offshore jacket platform using genetic algorithm based finite element model updating with noisy modal data[J].Procedia Engineering,2013,54: 480-490.
[6]李晔.基于小波分析的海洋平台实时结构健康监测[J].海洋工程,2016,34(5):131-136.
LI Ye. On-line structural health monitoring of offshore structures based on wavelet analysis[J]. The Ocean Engineering, 2016,34(5):131-136.
[7]LI X Y, LAW S S. Condition assessment of structures under ambient white noise excitation [J]. AIAA Journal, 2008, 46(6): 1395-1404.
[8]FENG L, YI X H, ZHU D P, et al. Damage detection of metro tunnel structure through transmissibility function and cross correlation analysis using local excitation and measurement[J].Mechanical Systems and Signal Processing,2015,60/61:59-74.
[9]高春. 环境因素改变对海洋平台动力特性的影响研究[D].青岛:中国海洋大学,2005.
[10]刁延松,徐东峰,徐菁,等.基于振动传递率函数与统计假设检验的海洋平台结构损伤识别研究[J].振动与冲击,2016,35(2):218-222.
DIAO Yansong, XU Dongfeng,XU Jing, et al.Structural damage identification of offshore platform based on the vibration transmissibility function and statistical hypothesis testing[J].Journal of Vibration and Shock, 2016,35(2):218-222.
[11]JAMES III G H, LAUFFER J P. The natural excitation technique (NExT) for modal parameter extraction from operating structures[J]. Modal Analysis: The International Journal of Analytical and Experimental Modal Analysis, 1995, 10(4):260-277.
[12]BENDAT J S, PIERSO A.Random data: analysis and measurement procedures[M].  4th ed. New York:Wiley, 2010.
[13]KRZANOWSKI W J.Principles of multivariate analysis: a user’s perspective[M].  Rev. ed. Oxford:Oxford University Press, 2000.
[14]YAN A M, KERSCHEN G, DEBOE P, et al. Structural damage diagnosis under varying environmental conditions, Part I: a linear analysis[J]. Mechanical Systems and Signal Processing, 2005, 19(4): 847-864.
[15]Release documentation: ANSYS 16.0[S].Pittsburgh: ANSYS Inc, 2016.
[16]宋剑. 海洋平台结构在偶然灾害作用下的可靠性研究[D].杭州:浙江大学,2005.
[17]API R P.Recommended practice for planning, designing and constructing fixed offshore platforms, working stress design:API RP 2A-WSD—2014[S].Washington,DC:American Petroleum Institute, 2014.
[18]MUJICA L E, RUIZ M, POZO F, et al.A structural damage detection indicator based on principal component analysis and statistical hypothesis testing[J].Smart Materials and Structures, 2014, 23(2):14-25.

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