A nonlinearity measure-based damage location method for beam-like structures

被引:6
作者
Jiang, Mian [1 ]
Zhang, Wenan [2 ]
Lu, Qinghua [1 ]
机构
[1] Foshan Univ, Sch Mechatron Engn, Foshan 528000, Peoples R China
[2] Hunan Univ Sci & Technol, Hunan Prov Key Lab Hlth Maintenance Mech Equipmen, Xiangtan 411201, Peoples R China
基金
中国国家自然科学基金;
关键词
Damage detection; Vibrations responses; Nonlinearity measure; Vision measurement; CRACKED BEAM; FATIGUE CRACKS; VIBRATION; IDENTIFICATION; BEHAVIOR;
D O I
10.1016/j.measurement.2019.06.049
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In our previous work, nonlinearity measure was proposed for assessment of nonlinearity severity of distributed parameter systems (DPSs). However, its engineering applications are restricted due to the high-dimensional optimization procedure in the nonlinear quantification. In this paper, we employ proper orthogonal decomposition (POD) to remove this restriction and apply this viewpoint to establish a damage location method for beam-like structures. The targeted structure was first divided into the sections by designated characteristic points, and the POD was used to obtain an optimized approximation of nonlinear systems' trajectory. When comparing the nonlinearity degrees of the characteristic points in undamaged and damaged structures, the location was identifiable by finding positions of maximal change. Additional experiments were conducted to demonstrate the method's effectiveness and applicability by determining the crack location and the influence of crack depth. Given our findings, we hope that this method can be extended to other vibrating structures with underlying nonlinearities. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:571 / 581
页数:11
相关论文
共 38 条
[1]   Experimental damage detection of cracked beams by using nonlinear characteristics of forced response [J].
Andreaus, U. ;
Baragatti, P. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2012, 31 :382-404
[2]   Cracked beam identification by numerically analysing the nonlinear behaviour of the harmonically forced response [J].
Andreaus, Ugo ;
Baragatti, Paolo .
JOURNAL OF SOUND AND VIBRATION, 2011, 330 (04) :721-742
[3]   Numerical and experimental verification of a technique for locating a fatigue crack on beams vibrating under Gaussian excitation [J].
Benfratello, S. ;
Cacciola, P. ;
Impollonia, N. ;
Masnata, A. ;
Muscolino, G. .
ENGINEERING FRACTURE MECHANICS, 2007, 74 (18) :2992-3001
[4]   Considerations regarding superharmonic vibrations of a cracked beam and the variation in damping caused by the presence of the crack [J].
Bovsunovsky, A ;
Surace, C .
JOURNAL OF SOUND AND VIBRATION, 2005, 288 (4-5) :865-886
[5]   The effect of damping on the non-linear dynamic behaviour of a cracked beam at resonance and super-resonance vibrations [J].
Bovsunovsky, AP ;
Surace, C ;
Ruotolo, R .
DAMAGE ASSESSMENT OF STRUCTURES, PROCEEDINGS, 2003, 245-2 :97-105
[6]  
Chatterjee A, 2000, CURR SCI INDIA, V78, P808
[7]   Dynamical systems approach to fatigue damage identification [J].
Chelidze, D ;
Liu, M .
JOURNAL OF SOUND AND VIBRATION, 2005, 281 (3-5) :887-904
[8]   A novel damage detection approach by using Volterra kernel functions based analysis [J].
Cheng, C. M. ;
Peng, Z. K. ;
Dong, X. J. ;
Zhang, W. M. ;
Meng, G. .
JOURNAL OF THE FRANKLIN INSTITUTE-ENGINEERING AND APPLIED MATHEMATICS, 2015, 352 (08) :3098-3112
[9]   Vibration of a beam with a breathing crack [J].
Chondros, TG ;
Dimarogonas, AD ;
Yao, J .
JOURNAL OF SOUND AND VIBRATION, 2001, 239 (01) :57-67
[10]  
Choudhury MAAS, 2008, ADV IND CONTROL, P1