Damage detection in nonlinear vibrating structures using model updating

被引:3
作者
Prawin, J. [1 ]
Rama Mohan Rao, A. [1 ]
Lakshmi, K. [1 ]
机构
[1] CSIR Struct Engn Res Ctr, CSIR Campus, Chennai, Tamil Nadu, India
关键词
Nonlinear systems; Finite element method; Model updating; Damage detection; Principal component analysis; MCHADS algorithm; Differential search; REVERSE PATH; PARAMETRIC IDENTIFICATION; SYSTEM-IDENTIFICATION; OPTIMIZED PARTITIONS; SEARCH ALGORITHM;
D O I
10.1007/s00366-021-01397-5
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents two distinct model updating strategies for dynamical systems with local nonlinearities based on acceleration time history responses measured spatially across the vibrating structure. Both linear and nonlinear parameters are calibrated by minimizing the selected metric based on measured and predicted response using the newly proposed variant of differential search algorithm named as multi-cluster hybrid adaptive differential search (MCHADS) algorithm. The first model updating strategy involves the decoupling of linear and nonlinear characteristics of the system. In this scheme, we first establish the dynamic stiffness matrix using input and output measurements and then the underlying linear system is alone updated using it. Later, localization of the nonlinear attachment is attempted using the inverse property of the FRF of the nonlinear system and the established dynamic stiffness matrix of the underlying linear system from the previous step. Once the linear system is updated and with the already identified location(s) of nonlinear attachment(s), the nonlinear parameters are identified by formulating it as an optimization problem using the proposed MCHADS algorithm. The major advantage of the first approach is the reduction of the complex problem of nonlinear model updating to linear model updating. The second approach involves updating both linear and nonlinear parameters simultaneously using the proposed MCHADS algorithm. Investigations have been carried out by solving several numerically simulated examples and also with the experimental data of a benchmark problem to evaluate the effectiveness of the two proposed nonlinear model updating strategies. Further, investigations are also carried out to evaluate the capability of the model updating approaches towards damage identification in initially healthy nonlinear systems. Conclusions are drawn based on these investigations, highlighting the strengths and weaknesses of the two model updating approaches
引用
收藏
页码:3567 / 3594
页数:28
相关论文
共 40 条
[1]   Influence of randomization strategies and problem characteristics on the performance of Differential Search algorithm [J].
Alhalabi, Wadee ;
Dragoi, Elena Niculina .
APPLIED SOFT COMPUTING, 2017, 61 :88-110
[2]   Performance analysis Differential search algorithm based on randomization and benchmark functions [J].
Alsaadi, Areej Ahmad ;
Alhalabi, Wadee ;
Dragoi, Elena-Niculina .
DATA TECHNOLOGIES AND APPLICATIONS, 2021, 55 (03) :313-331
[3]   Parametric identification of nonlinearity in structural systems using describing function inversion [J].
Aykan, Murat ;
Ozguven, H. Nevzat .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2013, 40 (01) :356-376
[4]   NUMERICAL METHODS FOR COMPUTING ANGLES BETWEEN LINEAR SUBSPACES [J].
BJORCK, A ;
GOLUB, GH .
MATHEMATICS OF COMPUTATION, 1973, 27 (123) :579-594
[5]   Model updating of nonlinear structures from measured FRFs [J].
Canbaloglu, Guvenc ;
Ozguven, H. Nevzat .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 80 :282-301
[6]   Transforming geocentric cartesian coordinates to geodetic coordinates by using differential search algorithm [J].
Civicioglu, Pinar .
COMPUTERS & GEOSCIENCES, 2012, 46 :229-247
[7]  
Friswell M., 2013, Finite element model updating in structural dynamics
[8]   A three-stage damage detection method for large-scale space structures using forward substructuring approach and enhanced bat optimization algorithm [J].
Ghiasi, Ramin ;
Fathnejat, Hamed ;
Torkzadeh, Peyman .
ENGINEERING WITH COMPUTERS, 2019, 35 (03) :857-874
[9]   Inverse structural damage identification problem in CFRP laminated plates using SFO algorithm based on strain fields [J].
Gomes, Guilherme Ferreira ;
de Almeida, Fabricio Alves ;
Ancelotti, Antonio Carlos Jr Jr ;
da Cunha, Sebastiao Simoes Jr Jr Jr .
ENGINEERING WITH COMPUTERS, 2021, 37 (04) :3771-3791
[10]   Sensor placement optimization and damage identification in a fuselage structure using inverse modal problem and firefly algorithm [J].
Gomes, Guilherme Ferreira ;
Pereira, Joao Vitor Purcino .
EVOLUTIONARY INTELLIGENCE, 2020, 13 (04) :571-591