A sensitivity-based nonlinear finite element model updating method for nonlinear engineering structures

被引:13
|
作者
Cao, Zhifu [1 ]
Fei, Qingguo [2 ]
Jiang, Dong [2 ,3 ]
Kapania, Rakesh K. [4 ]
Wu, Shaoqing [2 ,5 ]
Jin, Hui [5 ]
机构
[1] Chongqing Univ, Coll Aerosp Engn, Shazheng St 174, Chongqing 400044, Peoples R China
[2] Southeast Univ, Jiangsu Engn Res Ctr Aerosp Machinery, Nanjing 211189, Peoples R China
[3] Nanjing Forestry Univ, Sch Mech & Elect Engn, Nanjing 210037, Peoples R China
[4] Virginia Polytech Inst & State Univ, Kevin T Crofton Dept Aerosp & Ocean Engn, Blacksburg, VA 24060 USA
[5] Southeast Univ, Dept Engn Mech, Nanjing 211189, Peoples R China
基金
中国国家自然科学基金;
关键词
Nonlinear finite element model updating; Sensitivity analysis; Dynamic response; Perturbation method; Complex domain; PARAMETER-IDENTIFICATION; FRAMEWORK; TIME; CALIBRATION;
D O I
10.1016/j.apm.2021.07.034
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a novel non-intrusive sensitivity-based nonlinear finite element model updating method in which the local nonlinearity of structure is considered. The sensitivity analysis is conducted to determine the sensitivity of a dynamic response with respect to different nonlinear parameters using the real and imaginary perturbation method in one single calculation. The use of the imaginary perturbation is capable of second-order accuracy in imaginary perturbation sensitivity analysis of the nonlinear finite element model updating procedure. The nonlinear parameters in the finite element model are estimated by using the improved sensitivity-based optimization algorithm. A nonlinear multi-degree of-freedom oscillator and a cantilever beam with multiple nonlinear supports are studied to verify the accuracy of the proposed method. The effects of measurement noise and initial parameters on the performance of the presented approach are further investigated. Then, the proposed approach is verified by an experimental test of a cantilever beam with a steel slice. The updated nonlinear finite element model is further evaluated by the structure subjected to new excitations. Results show that the proposed method can effectively update the nonlinear finite element model even in the presence of contaminated measurement data and different initial parameters in the finite element model. (c) 2021 Elsevier Inc. All rights reserved.
引用
收藏
页码:632 / 655
页数:24
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