Updating the finite element model of a Colombian Bridge with Ansys
Updating structural model is a knowledge field that have been studied in the last decades to guarantee the reliability on the model defined to represent the behavior of a structure, but generally implies the use of different software to carry out the different parts of the process. This paper presen...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Universidad Nacional de Colombia
2020-01-01
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| Series: | Dyna |
| Subjects: | |
| Online Access: | https://revistas.unal.edu.co/index.php/dyna/article/view/79785 |
| _version_ | 1797839178583506944 |
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| author | Diego Sequera Gutierrez Luis Felipe Solano Rodríguez Edgar Eduardo Muñoz Díaz Yezid Alexander Alvarado Vargas Jesús Daniel Villalba Morales Isabel Gasch Molina |
| author_facet | Diego Sequera Gutierrez Luis Felipe Solano Rodríguez Edgar Eduardo Muñoz Díaz Yezid Alexander Alvarado Vargas Jesús Daniel Villalba Morales Isabel Gasch Molina |
| author_sort | Diego Sequera Gutierrez |
| collection | DOAJ |
| description | Updating structural model is a knowledge field that have been studied in the last decades to guarantee the reliability on the model defined to represent the behavior of a structure, but generally implies the use of different software to carry out the different parts of the process. This paper presents the updating of the finite element model of a curve-alignment reinforced concrete bridge located near to the city of Ubaté in Colombia by using the optimization tool available in software Ansys and ambient vibration measurements. The use of such type of information avoids to carry out forced-vibration test, which affect the normal operation of the bridge. The objective function corresponds to the minimization of the error between analytical and experimental natural frequencies of the bridge. The design variables correspond to the material properties of the concrete and the elastomeric bearings. Results show that the error was decreased to less than 2%. The sensibility analysis allowed to determine which variables are more sensible to affect the natural frequencies in the structure.
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| first_indexed | 2024-04-09T15:53:54Z |
| format | Article |
| id | doaj.art-4d8538f515e340aea6aa786485c3c33b |
| institution | Directory Open Access Journal |
| issn | 0012-7353 2346-2183 |
| language | English |
| last_indexed | 2024-04-09T15:53:54Z |
| publishDate | 2020-01-01 |
| publisher | Universidad Nacional de Colombia |
| record_format | Article |
| series | Dyna |
| spelling | doaj.art-4d8538f515e340aea6aa786485c3c33b2023-04-25T19:38:02ZengUniversidad Nacional de ColombiaDyna0012-73532346-21832020-01-018721210.15446/dyna.v87n212.79785Updating the finite element model of a Colombian Bridge with AnsysDiego Sequera Gutierrez0Luis Felipe Solano Rodríguez1Edgar Eduardo Muñoz Díaz2Yezid Alexander Alvarado Vargas3Jesús Daniel Villalba Morales4Isabel Gasch Molina5Universidad JaverianaPontificia Universidad JaverianaPontificia Universidad JaverianaPontificia Universidad JaverianaPontificia Universidad JaverianaPontificia Universidad JaverianaUpdating structural model is a knowledge field that have been studied in the last decades to guarantee the reliability on the model defined to represent the behavior of a structure, but generally implies the use of different software to carry out the different parts of the process. This paper presents the updating of the finite element model of a curve-alignment reinforced concrete bridge located near to the city of Ubaté in Colombia by using the optimization tool available in software Ansys and ambient vibration measurements. The use of such type of information avoids to carry out forced-vibration test, which affect the normal operation of the bridge. The objective function corresponds to the minimization of the error between analytical and experimental natural frequencies of the bridge. The design variables correspond to the material properties of the concrete and the elastomeric bearings. Results show that the error was decreased to less than 2%. The sensibility analysis allowed to determine which variables are more sensible to affect the natural frequencies in the structure. https://revistas.unal.edu.co/index.php/dyna/article/view/79785model updatingstructural healt monitoringstructural optimizationambient vibration |
| spellingShingle | Diego Sequera Gutierrez Luis Felipe Solano Rodríguez Edgar Eduardo Muñoz Díaz Yezid Alexander Alvarado Vargas Jesús Daniel Villalba Morales Isabel Gasch Molina Updating the finite element model of a Colombian Bridge with Ansys Dyna model updating structural healt monitoring structural optimization ambient vibration |
| title | Updating the finite element model of a Colombian Bridge with Ansys |
| title_full | Updating the finite element model of a Colombian Bridge with Ansys |
| title_fullStr | Updating the finite element model of a Colombian Bridge with Ansys |
| title_full_unstemmed | Updating the finite element model of a Colombian Bridge with Ansys |
| title_short | Updating the finite element model of a Colombian Bridge with Ansys |
| title_sort | updating the finite element model of a colombian bridge with ansys |
| topic | model updating structural healt monitoring structural optimization ambient vibration |
| url | https://revistas.unal.edu.co/index.php/dyna/article/view/79785 |
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