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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MDPI AG
2022-09-01
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Series: | Polymers |
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Online Access: | https://www.mdpi.com/2073-4360/14/19/4000 |
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author | Dongyang Gao Huiwei Yang Wenwen Yu Xiaogang Wu Angxuan Wu Guoyun Lu Qiang Zheng |
author_facet | Dongyang Gao Huiwei Yang Wenwen Yu Xiaogang Wu Angxuan Wu Guoyun Lu Qiang Zheng |
author_sort | Dongyang Gao |
collection | DOAJ |
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. |
first_indexed | 2024-03-09T21:16:46Z |
format | Article |
id | doaj.art-3d25e1146f8b4da8bc1b4edce1df5a21 |
institution | Directory Open Access Journal |
issn | 2073-4360 |
language | English |
last_indexed | 2024-03-09T21:16:46Z |
publishDate | 2022-09-01 |
publisher | MDPI AG |
record_format | Article |
series | Polymers |
spelling | doaj.art-3d25e1146f8b4da8bc1b4edce1df5a212023-11-23T21:32:35ZengMDPI AGPolymers2073-43602022-09-011419400010.3390/polym14194000Research on the Mechanical Behavior of Buried Double-Wall Corrugated PipesDongyang Gao0Huiwei Yang1Wenwen Yu2Xiaogang Wu3Angxuan Wu4Guoyun Lu5Qiang Zheng6School of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaSchool of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaSchool of Materials Science & Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaSchool of Biomedical Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaSchool of Materials Science & Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaSchool of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaSchool of Materials Science & Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaThe 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.https://www.mdpi.com/2073-4360/14/19/4000interior and exterior wall thicknessescircumferential strainradial displacementsoil load |
spellingShingle | Dongyang Gao Huiwei Yang Wenwen Yu Xiaogang Wu Angxuan Wu Guoyun Lu Qiang Zheng Research on the Mechanical Behavior of Buried Double-Wall Corrugated Pipes Polymers interior and exterior wall thicknesses circumferential strain radial displacement soil load |
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 | interior and exterior wall thicknesses circumferential strain radial displacement soil load |
url | https://www.mdpi.com/2073-4360/14/19/4000 |
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