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Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values

Polymer pipes are used in the construction of underground gas, water, and sewage networks. During exploitation, various external forces work on the pipeline, which cause its deformation. In the paper, numerical analysis and experimental investigations of polyethylene pipe deformation at different ex...

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Autores principales: Gnatowski, Adam, Kijo-Kleczkowska, Agnieszka, Chyra, Mateusz, Kwiatkowski, Dariusz
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7796162/
https://www.ncbi.nlm.nih.gov/pubmed/33396454
http://dx.doi.org/10.3390/ma14010160
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author Gnatowski, Adam
Kijo-Kleczkowska, Agnieszka
Chyra, Mateusz
Kwiatkowski, Dariusz
author_facet Gnatowski, Adam
Kijo-Kleczkowska, Agnieszka
Chyra, Mateusz
Kwiatkowski, Dariusz
author_sort Gnatowski, Adam
collection PubMed
description Polymer pipes are used in the construction of underground gas, water, and sewage networks. During exploitation, various external forces work on the pipeline, which cause its deformation. In the paper, numerical analysis and experimental investigations of polyethylene pipe deformation at different external load values (500, 1000, 1500, and 2000 N) were performed. The authors measured strains of the lower and upper surface of the pipe during its loading moment using resistance strain gauges, which were located on the pipe at equal intervals. The results obtained from computer simulation and experimental studies were comparable. An innovative element of the research presented in the article is recognition of the impact of the proposed values of the load of polyethylene pipe on the change in its deformation.
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spelling pubmed-77961622021-01-10 Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values Gnatowski, Adam Kijo-Kleczkowska, Agnieszka Chyra, Mateusz Kwiatkowski, Dariusz Materials (Basel) Article Polymer pipes are used in the construction of underground gas, water, and sewage networks. During exploitation, various external forces work on the pipeline, which cause its deformation. In the paper, numerical analysis and experimental investigations of polyethylene pipe deformation at different external load values (500, 1000, 1500, and 2000 N) were performed. The authors measured strains of the lower and upper surface of the pipe during its loading moment using resistance strain gauges, which were located on the pipe at equal intervals. The results obtained from computer simulation and experimental studies were comparable. An innovative element of the research presented in the article is recognition of the impact of the proposed values of the load of polyethylene pipe on the change in its deformation. MDPI 2020-12-31 /pmc/articles/PMC7796162/ /pubmed/33396454 http://dx.doi.org/10.3390/ma14010160 Text en © 2020 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
Gnatowski, Adam
Kijo-Kleczkowska, Agnieszka
Chyra, Mateusz
Kwiatkowski, Dariusz
Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values
title Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values
title_full Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values
title_fullStr Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values
title_full_unstemmed Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values
title_short Numerical–Experimental Analysis of Polyethylene Pipe Deformation at Different Load Values
title_sort numerical–experimental analysis of polyethylene pipe deformation at different load values
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7796162/
https://www.ncbi.nlm.nih.gov/pubmed/33396454
http://dx.doi.org/10.3390/ma14010160
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