A Simulation-Based Monitoring of a Composite Plate Using an Integrated Vibration Measurement System

被引:11
|
作者
Kostka, P. [1 ]
Filippatos, A. [2 ]
Hoehne, R. [1 ]
Hufenbach, W. [1 ]
机构
[1] Tech Univ Dresden, Inst Lightweight Engn & Polymer Technol ILK, D-01062 Dresden, Germany
[2] Tech Univ Dresden, European Ctr Emerging Mat & Proc Dresden ECEMP, Dresden, Germany
来源
关键词
composite materials; smart structures; condition monitoring; machine learning;
D O I
10.4028/www.scientific.net/KEM.569-570.64
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The unique potential to integrate functional elements into fibre-reinforced components combined with the recent progress in the simulation models of composite materials provides new perspectives for reliability improvement of the next generation components. Such combination is presented on the example of a carbon-fibre reinforced composite plate with integrated vibration measurement and excitation systems. The investigated structure was manufactured using integrated layers for positioning, contacting and isolating of the active elements. The integrated elements enable an online estimation of the structural dynamic behaviour and its damage-dependent changes. The article considers the identification problem of diagnostic models enabling a precise interpretation of the measured vibration responses. An approach based on the generation of classifiers by means of inductive machine learning algorithms is applied. At the baseline phase, modal properties are measured that correspond to the undamaged state of the structure. Using these experimental data, a simulation model of the structure was fitted by means of a mixed numerical experimental technique and used for the generation of multiple vibration patterns resulting from different mass distributions. The unique combination of experimental and numerical results enables a generation of high resolved learning datasets for machine learning algorithms using a minimum amount of experimental data. The verification of the estimated classifiers by means of the achievable diagnostic performance is firstly conducted theoretically using standardised validation techniques and a high performance is identified. Then, at the inspection phase, the performance of the whole diagnostic system is additionally experimentally confirmed based on the dynamic response resulting from different unseen structural disturbances.
引用
收藏
页码:64 / +
页数:2
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