Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing

Deformation monitoring of civil infrastructure systems is important in terms of both their safety and serviceability. The former refers to estimating the maximum loading capacity during the design stages of a building project, and the latter means performing regularly scheduled maintenance of an a...

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Main Authors: I. Detchev, A. Habib, F. He, M. El-Badry
Format: Article
Language:English
Published: Copernicus Publications 2014-06-01
Series:The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
Online Access:https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XL-5/195/2014/isprsarchives-XL-5-195-2014.pdf
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spelling doaj-a86d835cb5dc42eb987a7a4ce4b901952020-11-24T20:50:13ZengCopernicus PublicationsThe International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences1682-17502194-90342014-06-01XL-519520210.5194/isprsarchives-XL-5-195-2014Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testingI. Detchev0A. Habib1F. He2M. El-Badry3Dept. of Geomatics Engineering, University of Calgary, 2500 University Drive NW, Calgary, Alberta, T2N 1N4, CanadaDept. of Geomatics Engineering, University of Calgary, 2500 University Drive NW, Calgary, Alberta, T2N 1N4, CanadaDept. of Geomatics Engineering, University of Calgary, 2500 University Drive NW, Calgary, Alberta, T2N 1N4, CanadaDept. of Civil Engineering, University of Calgary, 2500 University Drive NW, Calgary, Alberta, T2N 1N4, CanadaDeformation monitoring of civil infrastructure systems is important in terms of both their safety and serviceability. The former refers to estimating the maximum loading capacity during the design stages of a building project, and the latter means performing regularly scheduled maintenance of an already existing structure. Traditionally, large structures have been monitored using surveying techniques, while fine-scale monitoring of structural components such as beams and trusses has been done with strain gauge instrumentation. In the past decade, digital photogrammetric systems coupled with image processing techniques have also been used for deformation monitoring. The major advantage of this remote sensing method for performing deformation monitoring is that there is no need to access the object of interest while testing is in progress. The paper is a result of an experiment where concrete beams with polymer support sheets are subjected to dynamic loading conditions by a hydraulic actuator in a structures laboratory. This type of loading is also known as fatigue testing, and is used to simulate the typical use of concrete beams over a long period of time. From a photogrammetric point of view, the challenge for this type of experiment is to avoid motion artifacts by maximizing the sensor frame rate, and at the same time to have a good enough image quality in order to achieve satisfactory reconstruction precision. This research effort will investigate the optimal camera settings (e.g., aperture, shutter speed, sensor sensitivity, and file size resolution) in order to have a balance between high sensor frame rate and good image quality. The results will be first evaluated in terms of their repeatability, and then also in terms of their accuracy. The accuracy of the results will be checked against another set of results coming from high quality laser transducers.https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XL-5/195/2014/isprsarchives-XL-5-195-2014.pdf
collection DOAJ
language English
format Article
sources DOAJ
author I. Detchev
A. Habib
F. He
M. El-Badry
spellingShingle I. Detchev
A. Habib
F. He
M. El-Badry
Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
author_facet I. Detchev
A. Habib
F. He
M. El-Badry
author_sort I. Detchev
title Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing
title_short Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing
title_full Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing
title_fullStr Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing
title_full_unstemmed Deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing
title_sort deformation monitoring with off-the-shelf digital cameras for civil engineering fatigue testing
publisher Copernicus Publications
series The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
issn 1682-1750
2194-9034
publishDate 2014-06-01
description Deformation monitoring of civil infrastructure systems is important in terms of both their safety and serviceability. The former refers to estimating the maximum loading capacity during the design stages of a building project, and the latter means performing regularly scheduled maintenance of an already existing structure. Traditionally, large structures have been monitored using surveying techniques, while fine-scale monitoring of structural components such as beams and trusses has been done with strain gauge instrumentation. In the past decade, digital photogrammetric systems coupled with image processing techniques have also been used for deformation monitoring. The major advantage of this remote sensing method for performing deformation monitoring is that there is no need to access the object of interest while testing is in progress. The paper is a result of an experiment where concrete beams with polymer support sheets are subjected to dynamic loading conditions by a hydraulic actuator in a structures laboratory. This type of loading is also known as fatigue testing, and is used to simulate the typical use of concrete beams over a long period of time. From a photogrammetric point of view, the challenge for this type of experiment is to avoid motion artifacts by maximizing the sensor frame rate, and at the same time to have a good enough image quality in order to achieve satisfactory reconstruction precision. This research effort will investigate the optimal camera settings (e.g., aperture, shutter speed, sensor sensitivity, and file size resolution) in order to have a balance between high sensor frame rate and good image quality. The results will be first evaluated in terms of their repeatability, and then also in terms of their accuracy. The accuracy of the results will be checked against another set of results coming from high quality laser transducers.
url https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XL-5/195/2014/isprsarchives-XL-5-195-2014.pdf
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