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Author
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Conor Flannery
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The modelling approach was first validated against known theoretical solutions. The bridge model was then verified with section property calculations, experimental studies in the literature and deflection tests. The dynamic deflection at midspan of the Loopline Bridge was measured for two train crossing events using ground-based radar interferometry. A single train crossing event showed the deflection of the loaded side of the span with respect to the unloaded side. Additionally, a dual train crossing event demonstrated the twist in the deck from the train loads travelling in opposite directions on separate sides of the bridge. The same loading conditions were simulated in the finite element model and the resulting deflections were extracted. A comparison between both sets of deflection data was carried out and their correlation validated that the model accurately captures the behaviour of the real Loopline Bridge structure for both train loading scenarios.