This paper reports on modelling strategies used to represent the structural behaviour of a multispan masonry bridge under railway loading. The bridge structural behaviour is simulated by a 3D finite element model, in which the different bridge components are represented by homogeneous materials. The masonry and infill nonlinear behaviour are simulated using the Drucker-Prager model. The response of the bridge is evaluated for different passages of a freight train considering its dynamic effects and using a simplified methodology.
CITATION STYLE
Silva, R., Costa, C., & Arêde, A. (2020). Nonlinear Analysis of a Multispan Stone Masonry Bridge Under Railway Traffic Loading. In Structural Integrity (Vol. 11, pp. 119–127). Springer. https://doi.org/10.1007/978-3-030-29227-0_8
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