Optimal Placement of Virtual Masses for Structural Damage Identification

被引:2
|
作者
Hou, Jilin [1 ,2 ]
Li, Zhenkun [1 ,2 ]
Zhang, Qingxia [3 ]
Zhou, Runfang [1 ,2 ,4 ]
Jankowski, Lukasz [5 ]
机构
[1] Dalian Univ Technol, Dept Civil Engn, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[3] Dalian Minzu Univ, Dept Civil Engn, Dalian 116650, Peoples R China
[4] Shanxi Agr Univ, Coll Urban & Rural Construct, Jinzhong 030801, Peoples R China
[5] Polish Acad Sci, Inst Fundamental Technol Res, PL-02106 Warsaw, Poland
基金
中国国家自然科学基金;
关键词
damage identification; sensor optimization; Virtual Distortion Method (VDM); Particle Swarm Optimization (PSO) algorithm; sensitivity; MULTIAXIAL SENSOR PLACEMENT; MODAL IDENTIFICATION; LOCALIZATION; OPTIMIZATION; STIFFNESS;
D O I
10.3390/s19020340
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Adding virtual masses to a structure is an efficient way to generate a large number of natural frequencies for damage identification. The influence of a virtual mass can be expressed by Virtual Distortion Method (VDM) using the response measured by a sensor at the involved point. The proper placement of the virtual masses can improve the accuracy of damage identification, therefore the problem of their optimal placement is studied in this paper. Firstly, the damage sensitivity matrix of the structure with added virtual masses is built. The Volumetric Maximum Criterion of the sensitivity matrix is established to ensure the mutual independence of measurement points for the optimization of mass placement. Secondly, a method of sensitivity analysis and error analysis is proposed to determine the values of the virtual masses, and then an improved version of the Particle Swarm Optimization (PSO) algorithm is proposed for placement optimization of the virtual masses. Finally, the optimized placement is used to identify the damage of structures. The effectiveness of the proposed method is verified by a numerical simulation of a simply supported beam structure and a truss structure.
引用
收藏
页数:18
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