Structural health monitoring using modal strain energy damage indicator coupled with teaching-learning-based optimization algorithm and isogoemetric analysis

被引:174
作者
Khatir, Samir [1 ]
Wahab, Magd Abdel [2 ,3 ,4 ]
Boutchicha, Djilali [5 ]
Khatir, Tawfiq [6 ]
机构
[1] Univ Ghent, Fac Engn & Architecture, Dept Elect Energy Met Mech Construct & Syst, Ghent, Belgium
[2] Ton Duc Thang Univ, Div Computat Mech, Ho Chi Minh City, Vietnam
[3] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
[4] Univ Ghent, Fac Engn & Architecture, Soete Lab, Technol Pk Zwijnaarde 903, B-9052 Zwijnaarde, Belgium
[5] Univ Sci & Technol Oran Mohamed Boudiaf, Lab Mecan Appl, Bir El Djir, Algeria
[6] Univ Ctr Salhi Ahmed, Inst Sci & Technol, Naama, Algeria
关键词
Inverse problem; Experimental modal analysis; Isogeometric analysis; Finite element method; Optimizations; Teaching-learning-based optimization algorithm; ISOGEOMETRIC ANALYSIS; VIBRATION ANALYSIS; TIMOSHENKO BEAMS; NATURAL FREQUENCIES; WAVELET TRANSFORM; MODEL; SHAPES; CRACKS; FRF;
D O I
10.1016/j.jsv.2019.02.017
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This paper proposes a two-stage approach for damage assessment in beam-like structures using two-dimensional Isogeometric Analysis (IGA) and Finite Element Method (FEM) combined with optimization techniques. In the first stage, the Local Frequencies Change Ratio (LFCR) indicator and a newly developed damage indicator based on normalized Modal Strain Energy Indicator (nMSEDI) are introduced to locate effectively the potential damaged elements. In order to verify nMSEDI, different scenarios based on single and multiple damages are studied using numerical experiments. In the second stage, the Teaching-Learning-Based Optimization Algorithm (TLBO) is utilized and its performance is compared with that of Particle Swarm Optimization (PSO) and Bat Algorithm (BA). The three optimizations techniques are combined with IGA using nMSEDI as objective function. In addition, experimental vibration tests using laboratory steel been are conducted to validate the proposed technique. The obtained results clearly indicate that the proposed approach can be used to determine accurately and efficiently both damage location and severity in beam-like structures. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:230 / 246
页数:17
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