{"title":"Using the DIC Technique in Damage Detection for a Cantilevered Composite Beam","authors":"Anna Rzepka, D. Ziaja","doi":"10.58286/29389","DOIUrl":null,"url":null,"abstract":"\nThe subject of the article is the use of the Digital Image Correlation (DIC) technique in tests of damage\n\ndetection in a composite cantilevered beam. Laboratory tests of the beam were conducted using the Q-400 system\n\nfrom Dantec Dynamics GmbH. The research aimed to study the behaviour of the structure under external forces\n\nand to analyse the influence of cross-section damage on the displacement field of the beam. The analysed quantities\n\nwere also the changes in strain fields of the structure. For the laboratory model, the finite element models were\n\nprepared, and satisfactory compliance in terms of displacement fields between numerical and laboratory models\n\nfor undamaged structure was obtained. The research has shown, that it is possible to indicate the approximate\n\nlocation of damage based on the information about changes in the displacement field.\n","PeriodicalId":495540,"journal":{"name":"Research and Review Journal of Nondestructive Testing","volume":"1 2","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Research and Review Journal of Nondestructive Testing","FirstCategoryId":"0","ListUrlMain":"https://doi.org/10.58286/29389","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The subject of the article is the use of the Digital Image Correlation (DIC) technique in tests of damage
detection in a composite cantilevered beam. Laboratory tests of the beam were conducted using the Q-400 system
from Dantec Dynamics GmbH. The research aimed to study the behaviour of the structure under external forces
and to analyse the influence of cross-section damage on the displacement field of the beam. The analysed quantities
were also the changes in strain fields of the structure. For the laboratory model, the finite element models were
prepared, and satisfactory compliance in terms of displacement fields between numerical and laboratory models
for undamaged structure was obtained. The research has shown, that it is possible to indicate the approximate
location of damage based on the information about changes in the displacement field.