Abstract:The paper presents the results of numerical analysis of the behaviour under static loads of a soil-shell bridge equipped with a reinforced concrete (RC) relieving slab. The relevant calculations were carried out using Abaqus program based on finite element method (FEM). Two computational models have been derived: one with and the other without a RC relieving slab. The analysis included determination of the effect of the RC relieving slab on the steel shell made of corrugated plates. The results obtained with t… Show more
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