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Photogrammetric Process to Monitor Stress Fields Inside Structural Systems
This research employs displacement fields photogrammetrically captured on the surface of a solid or structure to estimate real-time stress distributions it undergoes during a given loading period. The displacement fields are determined based on a series of images taken from the solid surface while i...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8230454/ https://www.ncbi.nlm.nih.gov/pubmed/34200918 http://dx.doi.org/10.3390/s21124023 |
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author | Honório, Leonardo M. Pinto, Milena F. Hillesheim, Maicon J. de Araújo, Francisco C. Santos, Alexandre B. Soares, Delfim |
author_facet | Honório, Leonardo M. Pinto, Milena F. Hillesheim, Maicon J. de Araújo, Francisco C. Santos, Alexandre B. Soares, Delfim |
author_sort | Honório, Leonardo M. |
collection | PubMed |
description | This research employs displacement fields photogrammetrically captured on the surface of a solid or structure to estimate real-time stress distributions it undergoes during a given loading period. The displacement fields are determined based on a series of images taken from the solid surface while it experiences deformation. Image displacements are used to estimate the deformations in the plane of the beam surface, and Poisson’s Method is subsequently applied to reconstruct these surfaces, at a given time, by extracting triangular meshes from the corresponding points clouds. With the aid of the measured displacement fields, the Boundary Element Method (BEM) is considered to evaluate stress values throughout the solid. Herein, the unknown boundary forces must be additionally calculated. As the photogrammetrically reconstructed deformed surfaces may be defined by several million points, the boundary displacement values of boundary-element models having a convenient number of nodes are determined based on an optimized displacement surface that best fits the real measured data. The results showed the effectiveness and potential application of the proposed methodology in several tasks to determine real-time stress distributions in structures. |
format | Online Article Text |
id | pubmed-8230454 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-82304542021-06-26 Photogrammetric Process to Monitor Stress Fields Inside Structural Systems Honório, Leonardo M. Pinto, Milena F. Hillesheim, Maicon J. de Araújo, Francisco C. Santos, Alexandre B. Soares, Delfim Sensors (Basel) Article This research employs displacement fields photogrammetrically captured on the surface of a solid or structure to estimate real-time stress distributions it undergoes during a given loading period. The displacement fields are determined based on a series of images taken from the solid surface while it experiences deformation. Image displacements are used to estimate the deformations in the plane of the beam surface, and Poisson’s Method is subsequently applied to reconstruct these surfaces, at a given time, by extracting triangular meshes from the corresponding points clouds. With the aid of the measured displacement fields, the Boundary Element Method (BEM) is considered to evaluate stress values throughout the solid. Herein, the unknown boundary forces must be additionally calculated. As the photogrammetrically reconstructed deformed surfaces may be defined by several million points, the boundary displacement values of boundary-element models having a convenient number of nodes are determined based on an optimized displacement surface that best fits the real measured data. The results showed the effectiveness and potential application of the proposed methodology in several tasks to determine real-time stress distributions in structures. MDPI 2021-06-10 /pmc/articles/PMC8230454/ /pubmed/34200918 http://dx.doi.org/10.3390/s21124023 Text en © 2021 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 Honório, Leonardo M. Pinto, Milena F. Hillesheim, Maicon J. de Araújo, Francisco C. Santos, Alexandre B. Soares, Delfim Photogrammetric Process to Monitor Stress Fields Inside Structural Systems |
title | Photogrammetric Process to Monitor Stress Fields Inside Structural Systems |
title_full | Photogrammetric Process to Monitor Stress Fields Inside Structural Systems |
title_fullStr | Photogrammetric Process to Monitor Stress Fields Inside Structural Systems |
title_full_unstemmed | Photogrammetric Process to Monitor Stress Fields Inside Structural Systems |
title_short | Photogrammetric Process to Monitor Stress Fields Inside Structural Systems |
title_sort | photogrammetric process to monitor stress fields inside structural systems |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8230454/ https://www.ncbi.nlm.nih.gov/pubmed/34200918 http://dx.doi.org/10.3390/s21124023 |
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