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dc.contributor.advisorKhalil, Narimanen_US
dc.contributor.authorBernard, Karimen_US
dc.descriptionIncludes bibliographical references (p. 42-46)en_US
dc.description.abstractOur Final Year Project's theoretical section explains the foundation of the digital image correlation (DIC) method. The traditional method used for the deformation consist of either using an extensometer, a strain Gauge or a machine Crosshead Motion. Each one of these methods leads to a certain amount of error, they are usually expensive, and complicated processes are needed in order to generate the data needed. The DIC approach is a non-contact, non-interferometric optical technique for detecting the plane deformation of structural parts and samples of materials that can be suitable for fatigue and static testing. The implementation of the DIC approach using GOM correlate software is explained in the experimental section of the study in order to get strain results. The findings of testing on concrete beam samples are addressed. The results of the study showed that the DIC approach is a very promising technique and may replace the traditional method used to analyze the deformation in laboratory tests while considering their specificity.en_US
dc.description.statementofresponsibilityby Karim Bernarden_US
dc.format.extent1 online resource (ix, 46 pages) : ill., tablesen_US
dc.rightsThis object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holderen_US
dc.subjectDIC, strain, GOM correlate, deformation, measurementsen_US
dc.titleStructural measurements using digital image correlationen_US
dc.contributor.corporateUniversity of Balamanden_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.description.degreeMS in Civil Engineeringen_US
dc.rights.accessrightsThis item is under embargo until end of year 2024en_US
Appears in Collections:UOB Theses and Projects
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