dc.contributor.author |
Mallikarachchi, HMYC |
|
dc.contributor.author |
Perera, GAU |
|
dc.date.accessioned |
2015-05-27T10:07:48Z |
|
dc.date.available |
2015-05-27T10:07:48Z |
|
dc.date.issued |
2015-05-27 |
|
dc.identifier.uri |
http://dl.lib.mrt.ac.lk/handle/123/10851 |
|
dc.description.abstract |
Deformation and strain measurements play a vital role in civil engineering. The current practice is to use dial gauges to measure deformation over a large area and strain gauges when interested in a localised point of a structure. Both techniques use a contact based approach which may damage or introduce a significant change in structural response depending on material and structural properties. Digital Image Correlation (DIC) is a non-contact imaged based technique where the deformation of a specimen is determined by calculating changes in two images taken before and after applying a certain load. An automated software programme is developed to capture a given target and calculate the deformation using difference between two photographs taken during an experiment. Software outcome was verified against a dial gauge with 0.01 mm minimum count. |
|
dc.language.iso |
en |
en_US |
dc.title |
Image based non-contact deformation measuring technique |
en_US |
dc.identifier.faculty |
Engineering |
en_US |
dc.identifier.department |
Department of Civil Engineering |
en_US |
dc.identifier.year |
2013 |
en_US |
dc.identifier.conference |
International Conference on Structural Engineering and Construction Management [4th] |
en_US |
dc.identifier.place |
Kandy |
en_US |
dcterms.abstract |
Deformation and strain measurements play a vital role in civil engineering. The current practice is to use dial gauges to measure deformation over a large area and strain gauges when interested in a localised point of a structure. Both techniques use a contact based approach which may damage or introduce a significant change in structural response depending on material and structural properties. Digital Image Correlation (DIC) is a non-contact imaged based technique where the deformation of a specimen is determined by calculating changes in two images taken before and after applying a certain load. An automated software programme is developed to capture a given target and calculate the deformation using difference between two photographs taken during an experiment. Software outcome was verified against a dial gauge with 0.01 mm minimum count. |
|