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DATASET of the paper “Influence of the backfill parameters in distinct element modelling of a backfill masonry arch bridge through the PFC2D software”

Listed in Repositorio Institucional de la Universidad de Burgos

Dataset of an investigation on how to model a backfill masonry arch bridge using the discrete element method (DEM).

Description

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.

Links

Where it is published

Catalogue records · 1

Topics

Provenance · 1 source records, 10 field assertions
SourceKeyLast seenRaw
Repositorio Institucional de la Universidad de Burgosoai:riubu.ubu.es:10259/1006712 d agoJSON v1
FieldAssertionExtractorEvidence
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