Evaluation of Performance Indicator of Railway Bridges Using Updated Finite Element Model
Abstract
Structural health monitoring (SHM) can provide information needed to make important decisions regarding the maintenance of bridge structures. However, the data collected from monitoring needs to be first translated into actionable, quantitative or qualitative based characteristics, that indicate the condition of a bridge. This paper presents a process of evaluation of such performance indicator in case of a steel railway bridge using the updated FE model and in-situ measurements of strains on selected stringers and floorbeams.
© 2019 Sokol Milan, Márföldi Monika, Venglár Michal, Lamperová Katarína, published by Slovak University of Technology in Bratislava
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