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Published in ''Structural Health Monitoring'' Vol. 8 (3), pp. 195-205, 2009<br />2
DOI: 10.1177/14759217081007793
== Abstract ==4
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In this paper, an experimental test performed on a hybrid steel plate girder was subjected to concentrated loads at the end of an unstiffened panel is presented. This load was intended to produce a typical reaction of the piers while launching steel girders in bridges. In this test, strain measurements were taken with conventional pre-wired gauges as well as with newly developed wirelessly connected strain-measuring system. Both measurements were carefully compared and the accuracy of the developed system was demonstrated. Results were also compared with numerical simulations deployed with FE models and on such a basis; the reliability of the developed wireless system was proven. Finally, suggestions of potential research trends in this area are provided.6
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<pdf>Media:Draft_Samper_133507090_5542_1475921708100779.pdf</pdf>8
Return to Chacon et al 2009a.
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Published on 01/01/2009
DOI: 10.1177/1475921708100779
Licence: CC BY-NC-SA license
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