R. Chacón, F. Guzmán, E. Mirabell, E. Real, E. Oñate
n 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
Diff selection: Mark the radio boxes of the revisions to compare and hit enter or the button at the bottom.
Legend: (cur) = difference with latest revision, (prev) = difference with preceding revision, m = minor edit.
Published on 26/04/19
DOI: 10.1177/1475921708100779Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 12Crossref Cited-by Times cited: 13
Times cited: 12Views 2Recommendations 0
Are you one of the authors of this document?