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<link>https://hdl.handle.net/10259/10072</link>
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<pubDate>Fri, 15 May 2026 19:45:29 GMT</pubDate>
<dc:date>2026-05-15T19:45:29Z</dc:date>
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<title>DATASET of the paper “The shallow arch: A step towards bridges styling in the early 19th century”</title>
<link>https://hdl.handle.net/10259/10071</link>
<description>DATASET 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
</description>
<pubDate>Wed, 29 Jan 2025 00:00:00 GMT</pubDate>
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<dc:date>2025-01-29T00:00:00Z</dc:date>
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<title>DATASET of the paper “Influence of the backfill parameters in distinct element modelling of a backfill masonry arch bridge through the PFC2D software”</title>
<link>https://hdl.handle.net/10259/10067</link>
<description>DATASET 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.
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<pubDate>Wed, 29 Jan 2025 00:00:00 GMT</pubDate>
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<dc:date>2025-01-29T00:00:00Z</dc:date>
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