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Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes

The mechanical behavior of buried HDPE double-wall corrugated pipes is mainly affected by the material and the structure of the pipe wall. Here we studied a peculiar material that added fly ash (FA) in high density polyethylene (HDPE) to develop composites. We have conducted research on FA/HDPE comp...

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Detalles Bibliográficos
Autores principales: Gao, Dongyang, Yang, Huiwei, Yu, Wenwen, Wu, Xiaogang, Wu, Angxuan, Lu, Guoyun, Zheng, Qiang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9570713/
https://www.ncbi.nlm.nih.gov/pubmed/36235948
http://dx.doi.org/10.3390/polym14194000
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author Gao, Dongyang
Yang, Huiwei
Yu, Wenwen
Wu, Xiaogang
Wu, Angxuan
Lu, Guoyun
Zheng, Qiang
author_facet Gao, Dongyang
Yang, Huiwei
Yu, Wenwen
Wu, Xiaogang
Wu, Angxuan
Lu, Guoyun
Zheng, Qiang
author_sort Gao, Dongyang
collection PubMed
description The mechanical behavior of buried HDPE double-wall corrugated pipes is mainly affected by the material and the structure of the pipe wall. Here we studied a peculiar material that added fly ash (FA) in high density polyethylene (HDPE) to develop composites. We have conducted research on FA/HDPE composites with different mix proportions. When 5% compatibilizer was added to the 10% FA masterbatch/HDPE composite, the Young’s Modulus of FA/HDPE composite was higher. This paper mainly studies the mechanical behavior of the structure of pipe walls for materials with this proportion of the ingredients. The mechanical behavior of double-wall corrugated pipes with different ratios of interior and exterior wall thicknesses is studied by keeping the sum of the interior and exterior wall thicknesses unchanged. Pipes with six different ratios of interior and exterior wall thicknesses are simulated; the results show that the strain of crest and liner gradually decreased and the valley strain gradually increased with the increase of the exterior wall thickness. By comparing inner and outer wall thickness ratios from 0.67 to 2.33, it is found that the structural performance and economic advantage for the double-wall corrugated pipes is best when the thickness ratio of the interior wall and the exterior wall is controlled to be from 1.3 to 1.8. This paper expounds the deformation mechanism of double-wall corrugated pipes from the perspective of mechanical behavior and structural characteristics, and provides a reference for material selection and structural design of double-wall corrugated pipes.
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spelling pubmed-95707132022-10-17 Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes Gao, Dongyang Yang, Huiwei Yu, Wenwen Wu, Xiaogang Wu, Angxuan Lu, Guoyun Zheng, Qiang Polymers (Basel) Article The mechanical behavior of buried HDPE double-wall corrugated pipes is mainly affected by the material and the structure of the pipe wall. Here we studied a peculiar material that added fly ash (FA) in high density polyethylene (HDPE) to develop composites. We have conducted research on FA/HDPE composites with different mix proportions. When 5% compatibilizer was added to the 10% FA masterbatch/HDPE composite, the Young’s Modulus of FA/HDPE composite was higher. This paper mainly studies the mechanical behavior of the structure of pipe walls for materials with this proportion of the ingredients. The mechanical behavior of double-wall corrugated pipes with different ratios of interior and exterior wall thicknesses is studied by keeping the sum of the interior and exterior wall thicknesses unchanged. Pipes with six different ratios of interior and exterior wall thicknesses are simulated; the results show that the strain of crest and liner gradually decreased and the valley strain gradually increased with the increase of the exterior wall thickness. By comparing inner and outer wall thickness ratios from 0.67 to 2.33, it is found that the structural performance and economic advantage for the double-wall corrugated pipes is best when the thickness ratio of the interior wall and the exterior wall is controlled to be from 1.3 to 1.8. This paper expounds the deformation mechanism of double-wall corrugated pipes from the perspective of mechanical behavior and structural characteristics, and provides a reference for material selection and structural design of double-wall corrugated pipes. MDPI 2022-09-24 /pmc/articles/PMC9570713/ /pubmed/36235948 http://dx.doi.org/10.3390/polym14194000 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
Gao, Dongyang
Yang, Huiwei
Yu, Wenwen
Wu, Xiaogang
Wu, Angxuan
Lu, Guoyun
Zheng, Qiang
Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes
title Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes
title_full Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes
title_fullStr Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes
title_full_unstemmed Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes
title_short Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes
title_sort research on the mechanical behavior of buried double-wall corrugated pipes
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9570713/
https://www.ncbi.nlm.nih.gov/pubmed/36235948
http://dx.doi.org/10.3390/polym14194000
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