A structural health monitoring method proposal based on optical scanning and computational models
This article proposes a method for continuous bridge displacement monitoring combining the dynamic triangulation scanning and load estimation by vehicle image recognition. The vehicle–bridge interaction is a non-stationary dynamic process parameter of high relevance to understanding the static insta...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Hindawi - SAGE Publishing
2022-08-01
|
| Series: | International Journal of Distributed Sensor Networks |
| Online Access: | https://doi.org/10.1177/15501329221112606 |
| _version_ | 1797762159704276992 |
|---|---|
| author | Wendy Flores-Fuentes Ivan Yeniseysk Alba-Corpus Oleg Sergiyenko Julio C. Rodríguez-Quiñonez |
| author_facet | Wendy Flores-Fuentes Ivan Yeniseysk Alba-Corpus Oleg Sergiyenko Julio C. Rodríguez-Quiñonez |
| author_sort | Wendy Flores-Fuentes |
| collection | DOAJ |
| description | This article proposes a method for continuous bridge displacement monitoring combining the dynamic triangulation scanning and load estimation by vehicle image recognition. The vehicle–bridge interaction is a non-stationary dynamic process parameter of high relevance to understanding the static instability behavior of bridges. The knowledge of the load on a bridge in the specific time when its structural spatial coordinates are measured allows correlating the bridge displacement with the effect of vehicle–bridge interaction. The evaluation of such correlation is mandatory in order to verify if the observed bridge displacement is due to the nature of its operation or due to it is presenting structural damage. The proposed method is continuous structural health monitoring method, based on the combination of three approaches evaluated at laboratory environment: (1) a three-dimensional optical scanning system for displacement measurement, (2) a load measurement system for vehicle–bridge interaction assessment, and (3) a two-measurement systems data correlation; to be implemented in bridges at a real environment to collect their historical behavior. Overall, for each approach, the measurement systems’ principles, the laboratory experimental methodology followed, and results obtained are presented. |
| first_indexed | 2024-03-12T19:24:17Z |
| format | Article |
| id | doaj.art-eda807b0061b4228a08843f7e36f3e7a |
| institution | Directory Open Access Journal |
| issn | 1550-1477 |
| language | English |
| last_indexed | 2024-03-12T19:24:17Z |
| publishDate | 2022-08-01 |
| publisher | Hindawi - SAGE Publishing |
| record_format | Article |
| series | International Journal of Distributed Sensor Networks |
| spelling | doaj.art-eda807b0061b4228a08843f7e36f3e7a2023-08-02T04:58:18ZengHindawi - SAGE PublishingInternational Journal of Distributed Sensor Networks1550-14772022-08-011810.1177/15501329221112606A structural health monitoring method proposal based on optical scanning and computational modelsWendy Flores-Fuentes0Ivan Yeniseysk Alba-Corpus1Oleg Sergiyenko2Julio C. Rodríguez-Quiñonez3Facultad de Ingeniería, Universidad Autónoma de Baja California, Mexicali, MexicoFacultad de Ingeniería, Universidad Autónoma de Baja California, Mexicali, MexicoInstituto de Ingeniería, Universidad Autónoma de Baja California, Mexicali, MexicoFacultad de Ingeniería, Universidad Autónoma de Baja California, Mexicali, MexicoThis article proposes a method for continuous bridge displacement monitoring combining the dynamic triangulation scanning and load estimation by vehicle image recognition. The vehicle–bridge interaction is a non-stationary dynamic process parameter of high relevance to understanding the static instability behavior of bridges. The knowledge of the load on a bridge in the specific time when its structural spatial coordinates are measured allows correlating the bridge displacement with the effect of vehicle–bridge interaction. The evaluation of such correlation is mandatory in order to verify if the observed bridge displacement is due to the nature of its operation or due to it is presenting structural damage. The proposed method is continuous structural health monitoring method, based on the combination of three approaches evaluated at laboratory environment: (1) a three-dimensional optical scanning system for displacement measurement, (2) a load measurement system for vehicle–bridge interaction assessment, and (3) a two-measurement systems data correlation; to be implemented in bridges at a real environment to collect their historical behavior. Overall, for each approach, the measurement systems’ principles, the laboratory experimental methodology followed, and results obtained are presented.https://doi.org/10.1177/15501329221112606 |
| spellingShingle | Wendy Flores-Fuentes Ivan Yeniseysk Alba-Corpus Oleg Sergiyenko Julio C. Rodríguez-Quiñonez A structural health monitoring method proposal based on optical scanning and computational models International Journal of Distributed Sensor Networks |
| title | A structural health monitoring method proposal based on optical scanning and computational models |
| title_full | A structural health monitoring method proposal based on optical scanning and computational models |
| title_fullStr | A structural health monitoring method proposal based on optical scanning and computational models |
| title_full_unstemmed | A structural health monitoring method proposal based on optical scanning and computational models |
| title_short | A structural health monitoring method proposal based on optical scanning and computational models |
| title_sort | structural health monitoring method proposal based on optical scanning and computational models |
| url | https://doi.org/10.1177/15501329221112606 |
| work_keys_str_mv | AT wendyfloresfuentes astructuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels AT ivanyeniseyskalbacorpus astructuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels AT olegsergiyenko astructuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels AT juliocrodriguezquinonez astructuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels AT wendyfloresfuentes structuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels AT ivanyeniseyskalbacorpus structuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels AT olegsergiyenko structuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels AT juliocrodriguezquinonez structuralhealthmonitoringmethodproposalbasedonopticalscanningandcomputationalmodels |