Optimal Sensor Placement Algorithm for Structural Damage Identification

Author:

Li C.H.1,Yang Q.W.1

Affiliation:

1. Department of Civil Engineering, Shaoxing University, Shaoxing 312000, China

Abstract

Background: Structural damage identification is a very important subject in the field of civil, mechanical and aerospace engineering according to recent patents. Optimal sensor placement is one of the key problems to be solved in structural damage identification. Methods: This paper presents a simple and convenient algorithm for optimizing sensor locations for structural damage identification. Unlike other algorithms found in the published papers, the optimization procedure of sensor placement is divided into two stages. The first stage is to determine the key parts in the whole structure by their contribution to the global flexibility perturbation. The second stage is to place sensors on the nodes associated with those key parts for monitoring possible damage more efficiently. With the sensor locations determined by the proposed optimization process, structural damage can be readily identified by using the incomplete modes yielded from these optimized sensor measurements. In addition, an Improved Ridge Estimate (IRE) technique is proposed in this study to effectively resist the data errors due to modal truncation and measurement noise. Two truss structures and a frame structure are used as examples to demonstrate the feasibility and efficiency of the presented algorithm. Results: From the numerical results, structural damages can be successfully detected by the proposed method using the partial modes yielded by the optimal measurement with 5% noise level. Conclusion: It has been shown that the proposed method is simple to implement and effective for structural damage identification.

Funder

National Natural Science Foundation of China

Publisher

Bentham Science Publishers Ltd.

Subject

General Engineering

Reference39 articles.

1. Yang Q.W.; Liu J.K.; Damage identification by the eigenparameter decomposition of structural flexibility change. Int J Numer Methods Eng 2009,78,444-459

2. Li C.H.; Yang Q.W.; Sun B.X.; Structural damage localization by the principal eigenvector of modal flexibility change. Algorithms 2016,9,1-18

3. Li L.Y.; Xiang Z.H.; Lu Q.H.; Damage localization system by percussion and scanning for bridge structure CN 103076399A, 2013

4. Huang B.; Zhang H.; Zhang L.L.; Zhu F.; X, Shu, G. Wang, W. Li, “Damage identification method based on genetic algorithm and static data for random structures”, CN103164627A, 2013.

5. Liang P.; Wu X.N.; Ren M.L.; Zhang Q.L.; Zhen D.X.; Wei H.C.; Y.u, B. Li, “Damage identification method based on multiple systems for bridge structures”, CN102938068A, 2013.

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3