2010
DOI: 10.1016/j.ymssp.2009.12.006
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Experimental methodology for the dynamic analysis of slender structures based on digital image processing techniques

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Cited by 45 publications
(23 citation statements)
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“…To estimate the stresses, it is necessary to obtain the elastic constants E and C. These constants are determined by fitting the experimental stress-strain curve using the least squares method, which minimizes the possible errors in the determination of the experimental stresses [28,29]. With the estimated stress values, it is possible to obtain the average forces on different sections of the membrane in the x and y directions and to correlate them with the force values measured throughout the test using a load cell.…”
Section: Results Inmentioning
confidence: 99%
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“…To estimate the stresses, it is necessary to obtain the elastic constants E and C. These constants are determined by fitting the experimental stress-strain curve using the least squares method, which minimizes the possible errors in the determination of the experimental stresses [28,29]. With the estimated stress values, it is possible to obtain the average forces on different sections of the membrane in the x and y directions and to correlate them with the force values measured throughout the test using a load cell.…”
Section: Results Inmentioning
confidence: 99%
“…Additionally, this system allows adjustments of the camera such as zoom, focus, and image capture mode switching (frame or field), among other functions, to be performed via programming. A detailed description of the vision system can be found in [28,29].…”
Section: Experimental Methodologymentioning
confidence: 99%
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“…Studies have already applied photogrammetric monitoring to tests utilising dynamic techniques (Olaszek, 1999;Jurjo et al, 2010;Choi et al, 2011). The principle has remained the same, but imaging frequency is increased to many frames per second in order to capture vibrations.…”
Section: Photogrammetric Monitoring Of Structural Dynamicsmentioning
confidence: 99%
“…Experimental analysis of the dynamic behavior of slender columns to verify the influence of the self-weight was performed by Jurjo et al [9], who tested clamped-free slender metallic columns subjected to large displacements and rotations under both tension and compression. The tests were performed for columns of different lengths, both larger and smaller than the critical buckling length.…”
Section: Introductionmentioning
confidence: 99%