Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete Penstock

In order to improve the bearing capacity of steel-lined reinforced concrete penstock and ensure the safety and durability of the penstock, it is planned to mix hybrid fibers into the wrapped concrete of penstock for crack control. The steel fiber volume fraction is 0.5%, 1.0%, 1.5%, and the polyprop...

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Main Authors: HE Shan, WU Hailin, SI Dongdong
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2020-01-01
Series:Renmin Zhujiang
Subjects:
Online Access:http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.02.018
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author HE Shan
WU Hailin
SI Dongdong
author_facet HE Shan
WU Hailin
SI Dongdong
author_sort HE Shan
collection DOAJ
description In order to improve the bearing capacity of steel-lined reinforced concrete penstock and ensure the safety and durability of the penstock, it is planned to mix hybrid fibers into the wrapped concrete of penstock for crack control. The steel fiber volume fraction is 0.5%, 1.0%, 1.5%, and the polypropylene fiber volume fraction is 0.05%, 0.10%, 0.15%. After mixing the steel fiber and polypropylene fiber, this paper simulates the damage process of steel-polypropylene hybrid fiber concrete penstock under internal water pressure through ABAQUS (as a finite element software) by the plastic damage model of concrete. The results show that the mixture of steel-polypropylene hybrid fiber can not only limit the crack development on wrapped concrete of penstock, but also reduce the crack load of penstock, and the stress of the steel also decreases with the increase of the volume fraction of the hybrid fiber.
format Article
id doaj-art-3d40e893d1a94f919988fd0ca8437bb5
institution Kabale University
issn 1001-9235
language zho
publishDate 2020-01-01
publisher Editorial Office of Pearl River
record_format Article
series Renmin Zhujiang
spelling doaj-art-3d40e893d1a94f919988fd0ca8437bb52025-01-15T02:31:11ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352020-01-014147651690Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete PenstockHE ShanWU HailinSI DongdongIn order to improve the bearing capacity of steel-lined reinforced concrete penstock and ensure the safety and durability of the penstock, it is planned to mix hybrid fibers into the wrapped concrete of penstock for crack control. The steel fiber volume fraction is 0.5%, 1.0%, 1.5%, and the polypropylene fiber volume fraction is 0.05%, 0.10%, 0.15%. After mixing the steel fiber and polypropylene fiber, this paper simulates the damage process of steel-polypropylene hybrid fiber concrete penstock under internal water pressure through ABAQUS (as a finite element software) by the plastic damage model of concrete. The results show that the mixture of steel-polypropylene hybrid fiber can not only limit the crack development on wrapped concrete of penstock, but also reduce the crack load of penstock, and the stress of the steel also decreases with the increase of the volume fraction of the hybrid fiber.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.02.018steel-lined reinforced concrete penstocksteel-polypropylene fiber concretefinite element analysiscrack
spellingShingle HE Shan
WU Hailin
SI Dongdong
Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete Penstock
Renmin Zhujiang
steel-lined reinforced concrete penstock
steel-polypropylene fiber concrete
finite element analysis
crack
title Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete Penstock
title_full Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete Penstock
title_fullStr Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete Penstock
title_full_unstemmed Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete Penstock
title_short Finite Element Analysis of Steel-Polypropylene Hybrid Fiber Concrete Penstock
title_sort finite element analysis of steel polypropylene hybrid fiber concrete penstock
topic steel-lined reinforced concrete penstock
steel-polypropylene fiber concrete
finite element analysis
crack
url http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.02.018
work_keys_str_mv AT heshan finiteelementanalysisofsteelpolypropylenehybridfiberconcretepenstock
AT wuhailin finiteelementanalysisofsteelpolypropylenehybridfiberconcretepenstock
AT sidongdong finiteelementanalysisofsteelpolypropylenehybridfiberconcretepenstock