The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element Method
This paper presents a multidisciplinary methodology to evaluate an underground wine cellar structure using non-invasive techniques. In particular, a historical subterranean wine cellar that presents a complex structure and whose physical properties are unknown is recorded and analyzed using geomatic...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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MDPI AG
2014-11-01
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| Series: | Remote Sensing |
| Subjects: | |
| Online Access: | http://www.mdpi.com/2072-4292/6/11/11107 |
| _version_ | 1798024388523589632 |
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| author | Alberto Villarino Belén Riveiro Diego Gonzalez-Aguilera Luis Javier Sánchez-Aparicio |
| author_facet | Alberto Villarino Belén Riveiro Diego Gonzalez-Aguilera Luis Javier Sánchez-Aparicio |
| author_sort | Alberto Villarino |
| collection | DOAJ |
| description | This paper presents a multidisciplinary methodology to evaluate an underground wine cellar structure using non-invasive techniques. In particular, a historical subterranean wine cellar that presents a complex structure and whose physical properties are unknown is recorded and analyzed using geomatics and geophysics synergies. To this end, an approach that integrates terrestrial laser scanning and ground penetrating radar is used to properly define a finite element-based structural model, which is then used as a decision tool to plan architectural restoration actions. The combination of both techniques implies the registration of external and internal information that eases the construction of structural models. Structural simulation for both stresses and deformations through FEM allowed identifying critical structural elements under great stress or excessive deformations. In this investigation, the ultimate limit state of cracking was considered to determine allowable loads due to the brittle nature of the material. This allowed us to set limit values of loading on the cellar structure in order to minimize possible damage. |
| first_indexed | 2024-04-11T18:01:36Z |
| format | Article |
| id | doaj.art-205430c39e174957914e8b9ea8228483 |
| institution | Directory Open Access Journal |
| issn | 2072-4292 |
| language | English |
| last_indexed | 2024-04-11T18:01:36Z |
| publishDate | 2014-11-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Remote Sensing |
| spelling | doaj.art-205430c39e174957914e8b9ea82284832022-12-22T04:10:27ZengMDPI AGRemote Sensing2072-42922014-11-01611111071112610.3390/rs61111107rs61111107The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element MethodAlberto Villarino0Belén Riveiro1Diego Gonzalez-Aguilera2Luis Javier Sánchez-Aparicio3Department of Land and Cartographic Engineering, High Polytechnic School of Avila, University of Salamanca, Hornos Caleros, 50, 05003 Avila, SpainDepartment of Material Engineering, Applied Mechanics and Construction, School of Industrial Engineering, University of Vigo, Rúa Maxwell s/n, Campus Lagoas Marcosende, 36310 Vigo, SpainDepartment of Land and Cartographic Engineering, High Polytechnic School of Avila, University of Salamanca, Hornos Caleros, 50, 05003 Avila, SpainDepartment of Land and Cartographic Engineering, High Polytechnic School of Avila, University of Salamanca, Hornos Caleros, 50, 05003 Avila, SpainThis paper presents a multidisciplinary methodology to evaluate an underground wine cellar structure using non-invasive techniques. In particular, a historical subterranean wine cellar that presents a complex structure and whose physical properties are unknown is recorded and analyzed using geomatics and geophysics synergies. To this end, an approach that integrates terrestrial laser scanning and ground penetrating radar is used to properly define a finite element-based structural model, which is then used as a decision tool to plan architectural restoration actions. The combination of both techniques implies the registration of external and internal information that eases the construction of structural models. Structural simulation for both stresses and deformations through FEM allowed identifying critical structural elements under great stress or excessive deformations. In this investigation, the ultimate limit state of cracking was considered to determine allowable loads due to the brittle nature of the material. This allowed us to set limit values of loading on the cellar structure in order to minimize possible damage.http://www.mdpi.com/2072-4292/6/11/11107masonry structureterrestrial laser scanningground penetrating radarsensor registrationfinite element method |
| spellingShingle | Alberto Villarino Belén Riveiro Diego Gonzalez-Aguilera Luis Javier Sánchez-Aparicio The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element Method Remote Sensing masonry structure terrestrial laser scanning ground penetrating radar sensor registration finite element method |
| title | The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element Method |
| title_full | The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element Method |
| title_fullStr | The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element Method |
| title_full_unstemmed | The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element Method |
| title_short | The Integration of Geotechnologies in the Evaluation of a Wine Cellar Structure through the Finite Element Method |
| title_sort | integration of geotechnologies in the evaluation of a wine cellar structure through the finite element method |
| topic | masonry structure terrestrial laser scanning ground penetrating radar sensor registration finite element method |
| url | http://www.mdpi.com/2072-4292/6/11/11107 |
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