Datos de investigación GITEhttps://hdl.handle.net/10259/100722026-05-15T15:56:09Z2026-05-15T15:56:09ZDATASET of the paper “The shallow arch: A step towards bridges styling in the early 19th century”Serrano López, RobertoUrruchi Rojo, José RicardoMartínez Martínez, José Antoniohttps://hdl.handle.net/10259/100712025-05-09T12:44:29Z2025-01-29T00:00:00ZDATASET of the paper “The shallow arch: A step towards bridges styling in the early 19th century”
Serrano López, Roberto; Urruchi Rojo, José Ricardo; Martínez Martínez, José Antonio
The dataset presents an investigation about the evolution of the relationship rise-to-span in the 19th century
2025-01-29T00:00:00ZDATASET of the paper “Influence of the backfill parameters in distinct element modelling of a backfill masonry arch bridge through the PFC2D software”García Gómez, FelipeMartínez Martínez, José AntonioGarcía Castillo, Luis Mªhttps://hdl.handle.net/10259/100672025-05-09T12:46:33Z2025-01-29T00:00:00ZDATASET of the paper “Influence of the backfill parameters in distinct element modelling of a backfill masonry arch bridge through the PFC2D software”
García Gómez, Felipe; Martínez Martínez, José Antonio; García Castillo, Luis Mª
Dataset of an investigation on how to model a backfill masonry arch bridge using the discrete element method (DEM). The PFC2D software is used for this purpose. A certain backfill masonry arch bridge is modelled, with different types of fill, mortar and voussoir materials. A biaxial test has been programmed using ‘FISH’ code to obtain the micro-parameters used in the model so that they match the macro-parameters obtained from a real biaxial test. The arch is loaded until its collapse in three different load cases. Further discussion on the influence of the backfill parameters is presented as well as a sensitivity analysis for the arch bridge.
2025-01-29T00:00:00Z