| Autor: |
Nicola Grillanda, Andrea Chiozzi, Antonio Tralli, Gabriele Milani |
| Rok vydání: |
2021 |
| Předmět: |
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| Zdroj: |
INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING ICCMSE 2020. |
| ISSN: |
0094-243X |
| DOI: |
10.1063/5.0048511 |
| Popis: |
In this paper, the three-dimensional analysis of masonry vaults subjected to differential settlements is presented. A representation through NURBS shell elements is followed. Elements are idealized as rigid blocks and jumps of displacement can occur only at interfaces. Starting from a known displacement at the external boundary, the overall displacement field is determined through standard linear programming formulations. A mesh adaptation governed by a Genetic Algorithm is then applied to find the shape of the mechanism deriving from the settlement. The procedure is here applied on a historical barrel vault and results are compared with previous experimental tests. |
| Databáze: |
OpenAIRE |
| Externí odkaz: |
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