A Mindlin Shell Finite Element for Stone Masonry Bridges with Backfill

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00365302" target="_blank" >RIV/68407700:21110/22:00365302 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.14311/AP.2022.62.0293" target="_blank" >https://doi.org/10.14311/AP.2022.62.0293</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.14311/AP.2022.62.0293" target="_blank" >10.14311/AP.2022.62.0293</a>

Result language
angličtina
Original language name
A Mindlin Shell Finite Element for Stone Masonry Bridges with Backfill
Original language description
The stone arch is modeled as a thick shell where there are predestined directions of tension failure, normal to the bed joints. A dedicated, very simple, Mindlin shell finite element is developed with five translational degrees of freedom per node. It features compatibility with linear isoparametric or constant strain elements for the backfill.
Czech name
—
Czech description
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Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
—
OECD FORD branch
20104 - Transport engineering

Project
<a href="/en/project/DG20P02OVV001" target="_blank" >DG20P02OVV001: Tools for the preservation of historical values and functions of arch and vaulted bridges</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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