Technical Papers
Nov 19, 2011

Structural Deflection Measurement with a Range Camera

Publication: Journal of Surveying Engineering
Volume 138, Issue 2

Abstract

Range cameras offer great potential for the measurement of structural deformations because of their ability to directly measure video sequences of three-dimensional coordinates of entire surfaces, their compactness, and their relatively low cost compared with other active imaging technologies such as terrestrial laser scanners. Identified limitations of range cameras for high-precision metrology applications such as deformation measurement include the high (centimeter level) noise level and scene-dependent errors. This paper proposes models and methodologies to overcome these limitations and reports on the use of a SwissRanger SR4000 range camera for the measurement of deflections in concrete beams subjected to flexural load-testing. Results from three separate tests show that submillimeter precision and accuracy—assessed by comparison with estimates derived from terrestrial laser scanner data—can be achieved. The high-accuracy range camera results were realized by eliminating the systematic, scene-dependent bias of internal scattering through measurement differencing and by reducing the influence of random errors with temporal and spatial filtering strategies. Additional experiments to validate some of the fundamental modeling assumptions and to explain the possible causes of residual, submillimeter biases in the deflection estimates are also reported.

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Acknowledgments

Funding for this research was provided by the Natural Sciences and Engineering Research Council of Canada (NSERC) and the Canada Foundation for Innovation (CFI).

References

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 138Issue 2May 2012
Pages: 66 - 76

History

Received: Jun 29, 2011
Accepted: Nov 17, 2011
Published online: Nov 19, 2011
Published in print: May 1, 2012

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Authors

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Derek D. Lichti, A.M.ASCE [email protected]
Dept. of Geomatics Engineering, The Univ. of Calgary, 2500 Univ. Dr NW, Calgary AB Canada T2N 1N4 (corresponding author). E-mail: [email protected]
Sonam Jamtsho
Dept. of Geomatics Engineering, The Univ. of Calgary, 2500 Univ. Dr NW, Calgary AB Canada T2N 1N4.
Sherif Ibrahim El-Halawany
Dept. of Geomatics Engineering, The Univ. of Calgary, 2500 Univ. Dr NW, Calgary AB Canada T2N 1N4.
Hervé Lahamy
Dept. of Geomatics Engineering, The Univ. of Calgary, 2500 Univ. Dr NW, Calgary AB Canada T2N 1N4.
Jacky Chow
Dept. of Geomatics Engineering, The Univ. of Calgary, 2500 Univ. Dr NW, Calgary AB Canada T2N 1N4.
Ting On Chan
Dept. of Geomatics Engineering, The Univ. of Calgary, 2500 Univ. Dr NW, Calgary AB Canada T2N 1N4.
Mamdouh El-Badry
Dept. of Civil Engineering, The Univ. of Calgary, 2500 Univ. Dr NW, Calgary AB Canada T2N 1N4.

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