Damage detection under ambient vibration by harmony search algorithm

被引:46
作者
Fadel Miguel, Leandro Fleck [1 ]
Fadel Miguel, Leticia Fleck [2 ]
Kaminski, Joao, Jr. [3 ]
Riera, Jorge Daniel [4 ]
机构
[1] Univ Fed Santa Catarina, Dept Civil Engn, Florianopolis, SC, Brazil
[2] Univ Fed Rio Grande do Sul, Dept Mech Engn, Porto Alegre, RS, Brazil
[3] Univ Fed Santa Maria, Dept Civil Engn, BR-97119900 Santa Maria, RS, Brazil
[4] Univ Fed Rio Grande do Sul, Dept Civil Engn, Porto Alegre, RS, Brazil
关键词
Structural health monitoring; Ambient vibration; Harmony search algorithm; GENETIC ALGORITHMS; OPTIMUM DESIGN; MODEL; IDENTIFICATION;
D O I
10.1016/j.eswa.2012.02.147
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Damage in structural systems induced by vibrations, alternating load cycles, temperature changes, corrosion, etc., constitute a serious technical problem. Smart methods of control and structural health monitoring (SHM) for large structures are, therefore, highly needed. In certain structural applications, moreover, a lack of access to the damaged area imposes an additional constraint on damage identification procedures. One method that may fulfill those requirements is dynamic nondestructive testing, which consists of monitoring changes in the structure's natural frequencies, vibration modes and damping. In this paper, a new approach for vibration-based (SHM) procedures is presented, in an ambient vibration context; this method combines a time domain modal identification technique (SSI) with the evolutionary harmony search algorithm. A series of numerical examples with different damage scenarios and noise levels have been carried out under impact and ambient vibration. Thereafter, an experimental study of three cantilever beams with several different damage scenarios is conducted and the proposed methodology has shown potential for use in the damage diagnosis assessment of the remaining structural life. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:9704 / 9714
页数:11
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