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Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing
Remote sensing in structural diagnostics has recently been gaining attention. These techniques allow the creation of three-dimensional projections of the measured objects, and are relatively easy to use. One of the most popular branches of remote sensing is terrestrial laser scanning. Laser scanners...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2018
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6308621/ https://www.ncbi.nlm.nih.gov/pubmed/30544605 http://dx.doi.org/10.3390/s18124332 |
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author | Ziolkowski, Patryk Szulwic, Jakub Miskiewicz, Mikolaj |
author_facet | Ziolkowski, Patryk Szulwic, Jakub Miskiewicz, Mikolaj |
author_sort | Ziolkowski, Patryk |
collection | PubMed |
description | Remote sensing in structural diagnostics has recently been gaining attention. These techniques allow the creation of three-dimensional projections of the measured objects, and are relatively easy to use. One of the most popular branches of remote sensing is terrestrial laser scanning. Laser scanners are fast and efficient, gathering up to one million points per second. However, the weakness of terrestrial laser scanning is the troublesome processing of point clouds. Currently, many studies deal with the subject of point cloud processing in various areas, but it seems that there are not many clear procedures that we can use in practice, which indicates that point cloud processing is one of the biggest challenges of this issue. To tackle that challenge we propose a general framework for studying the structural deformations of bridges. We performed an advanced object shape analysis of a composite foot-bridge, which is subject to spatial deformations during the proof loading process. The added value of this work is the comprehensive procedure for bridge evaluation, and adaptation of the spheres translation method procedure for use in bridge engineering. The aforementioned method is accurate for the study of structural element deformation under monotonic load. The study also includes a comparative analysis between results from the spheres translation method, a total station, and a deflectometer. The results are characterized by a high degree of convergence and reveal the highly complex state of deformation more clearly than can be concluded from other measurement methods, proving that laser scanning is a good method for examining bridge structures with several competitive advantages over mainstream measurement methods. |
format | Online Article Text |
id | pubmed-6308621 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2018 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-63086212019-01-04 Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing Ziolkowski, Patryk Szulwic, Jakub Miskiewicz, Mikolaj Sensors (Basel) Article Remote sensing in structural diagnostics has recently been gaining attention. These techniques allow the creation of three-dimensional projections of the measured objects, and are relatively easy to use. One of the most popular branches of remote sensing is terrestrial laser scanning. Laser scanners are fast and efficient, gathering up to one million points per second. However, the weakness of terrestrial laser scanning is the troublesome processing of point clouds. Currently, many studies deal with the subject of point cloud processing in various areas, but it seems that there are not many clear procedures that we can use in practice, which indicates that point cloud processing is one of the biggest challenges of this issue. To tackle that challenge we propose a general framework for studying the structural deformations of bridges. We performed an advanced object shape analysis of a composite foot-bridge, which is subject to spatial deformations during the proof loading process. The added value of this work is the comprehensive procedure for bridge evaluation, and adaptation of the spheres translation method procedure for use in bridge engineering. The aforementioned method is accurate for the study of structural element deformation under monotonic load. The study also includes a comparative analysis between results from the spheres translation method, a total station, and a deflectometer. The results are characterized by a high degree of convergence and reveal the highly complex state of deformation more clearly than can be concluded from other measurement methods, proving that laser scanning is a good method for examining bridge structures with several competitive advantages over mainstream measurement methods. MDPI 2018-12-07 /pmc/articles/PMC6308621/ /pubmed/30544605 http://dx.doi.org/10.3390/s18124332 Text en © 2018 by the authors. 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 (http://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Ziolkowski, Patryk Szulwic, Jakub Miskiewicz, Mikolaj Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing |
title | Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing |
title_full | Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing |
title_fullStr | Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing |
title_full_unstemmed | Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing |
title_short | Deformation Analysis of a Composite Bridge during Proof Loading Using Point Cloud Processing |
title_sort | deformation analysis of a composite bridge during proof loading using point cloud processing |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6308621/ https://www.ncbi.nlm.nih.gov/pubmed/30544605 http://dx.doi.org/10.3390/s18124332 |
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