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Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study

Owing to the recent proliferation of inventory works on roads and railways, bridge acceptance tests have increased exponentially. These tests’ results are often misinterpreted owing to the use of various measuring equipment types, rendering integrated interpretation problematic. It is also problemat...

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Autores principales: Tysiac, Pawel, Miskiewicz, Mikolaj, Bruski, Dawid
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9738297/
https://www.ncbi.nlm.nih.gov/pubmed/36500028
http://dx.doi.org/10.3390/ma15238533
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author Tysiac, Pawel
Miskiewicz, Mikolaj
Bruski, Dawid
author_facet Tysiac, Pawel
Miskiewicz, Mikolaj
Bruski, Dawid
author_sort Tysiac, Pawel
collection PubMed
description Owing to the recent proliferation of inventory works on roads and railways, bridge acceptance tests have increased exponentially. These tests’ results are often misinterpreted owing to the use of various measuring equipment types, rendering integrated interpretation problematic. It is also problematic that adjusting the measurement method is difficult when the structure’s response to load is uncertain. Therefore, it is important to observe the largest possible range of possible deformations. For this reason, the present study suggests a novel approach to bridge non-destructive measurements using a laser scanner during acceptance testing. The main advantage of our method is the ability it affords to observe all points of the structure during testing, an ability that is extremely important is the absence of unambiguous data regarding the bridge’s condition. To significantly increase the scanning accuracy (up to 0.5 mm), measurements from a limited number of linear sensors are used (whose accuracy is up to 0.1 mm). To achieve optimal accuracy, we performed the following steps: first, we adapted the precision requirements to the numerical project. For this purpose, we used potentiometric sensors to measure linear deformations. Next, we performed laser scanning measurements from two scan positions. Finally, we filtered the data for the selected cross-section and modelled the points into polynomial deflection. The performed tests confirmed that the structure’s response was as predicted by the FEM model, and the object was approved for use. Our future tests will be based on the selection of a structure with minimal measurement errors, and the results will be compared using a total station, ensuring the highest possible quality of service, which can be repeated in simple steps. As study objects, we presented two items: the first without proper calibration on a linear sensor and the second using linear sensors to present the highest possible accuracy of our experiment.
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spelling pubmed-97382972022-12-11 Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study Tysiac, Pawel Miskiewicz, Mikolaj Bruski, Dawid Materials (Basel) Article Owing to the recent proliferation of inventory works on roads and railways, bridge acceptance tests have increased exponentially. These tests’ results are often misinterpreted owing to the use of various measuring equipment types, rendering integrated interpretation problematic. It is also problematic that adjusting the measurement method is difficult when the structure’s response to load is uncertain. Therefore, it is important to observe the largest possible range of possible deformations. For this reason, the present study suggests a novel approach to bridge non-destructive measurements using a laser scanner during acceptance testing. The main advantage of our method is the ability it affords to observe all points of the structure during testing, an ability that is extremely important is the absence of unambiguous data regarding the bridge’s condition. To significantly increase the scanning accuracy (up to 0.5 mm), measurements from a limited number of linear sensors are used (whose accuracy is up to 0.1 mm). To achieve optimal accuracy, we performed the following steps: first, we adapted the precision requirements to the numerical project. For this purpose, we used potentiometric sensors to measure linear deformations. Next, we performed laser scanning measurements from two scan positions. Finally, we filtered the data for the selected cross-section and modelled the points into polynomial deflection. The performed tests confirmed that the structure’s response was as predicted by the FEM model, and the object was approved for use. Our future tests will be based on the selection of a structure with minimal measurement errors, and the results will be compared using a total station, ensuring the highest possible quality of service, which can be repeated in simple steps. As study objects, we presented two items: the first without proper calibration on a linear sensor and the second using linear sensors to present the highest possible accuracy of our experiment. MDPI 2022-11-30 /pmc/articles/PMC9738297/ /pubmed/36500028 http://dx.doi.org/10.3390/ma15238533 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Tysiac, Pawel
Miskiewicz, Mikolaj
Bruski, Dawid
Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study
title Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study
title_full Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study
title_fullStr Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study
title_full_unstemmed Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study
title_short Bridge Non-Destructive Measurements Using a Laser Scanning during Acceptance Testing: Case Study
title_sort bridge non-destructive measurements using a laser scanning during acceptance testing: case study
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9738297/
https://www.ncbi.nlm.nih.gov/pubmed/36500028
http://dx.doi.org/10.3390/ma15238533
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