Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns

This paper attempts to explore the effects of recycled coarse aggregate content, steel fiber content, and concrete strength on the axial compressive behavior of steel fiber-reinforced recycled coarse aggregate (RCA) concrete-filled circular steel stub columns. A total of 14 short columns are tested....

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Main Authors: Qiao-Huan Wang, Jiong-Feng Liang, Chun-Feng He, Wei Li
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/5516893
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author Qiao-Huan Wang
Jiong-Feng Liang
Chun-Feng He
Wei Li
author_facet Qiao-Huan Wang
Jiong-Feng Liang
Chun-Feng He
Wei Li
author_sort Qiao-Huan Wang
collection DOAJ
description This paper attempts to explore the effects of recycled coarse aggregate content, steel fiber content, and concrete strength on the axial compressive behavior of steel fiber-reinforced recycled coarse aggregate (RCA) concrete-filled circular steel stub columns. A total of 14 short columns are tested. The results show that using RCA in concrete will reduce the bearing capacity of short columns, but the increase in steel fiber content and concrete strength can eliminate this shortcoming. Not only that, the concrete strength has a great influence on the ductility and stiffness of the specimen.
format Article
id doaj-art-763845878a0e494885d6828a78495e66
institution Kabale University
issn 1687-8434
1687-8442
language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-763845878a0e494885d6828a78495e662025-02-03T01:20:20ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/55168935516893Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel ColumnsQiao-Huan Wang0Jiong-Feng Liang1Chun-Feng He2Wei Li3School of Water Resources and Environmental Engineering, East China University of Technology, Nanchang, ChinaFaculty of Civil&Architecture Engineering, East China University of Technology, Nanchang, ChinaFaculty of Civil&Architecture Engineering, East China University of Technology, Nanchang, ChinaCollege of Civil Engineering and Architecture, Wenzhou University, Wenzhou, Zhejiang, ChinaThis paper attempts to explore the effects of recycled coarse aggregate content, steel fiber content, and concrete strength on the axial compressive behavior of steel fiber-reinforced recycled coarse aggregate (RCA) concrete-filled circular steel stub columns. A total of 14 short columns are tested. The results show that using RCA in concrete will reduce the bearing capacity of short columns, but the increase in steel fiber content and concrete strength can eliminate this shortcoming. Not only that, the concrete strength has a great influence on the ductility and stiffness of the specimen.http://dx.doi.org/10.1155/2021/5516893
spellingShingle Qiao-Huan Wang
Jiong-Feng Liang
Chun-Feng He
Wei Li
Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns
Advances in Materials Science and Engineering
title Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns
title_full Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns
title_fullStr Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns
title_full_unstemmed Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns
title_short Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns
title_sort axial compressive behavior of steel fiber reinforced recycled coarse aggregate concrete filled short circular steel columns
url http://dx.doi.org/10.1155/2021/5516893
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AT jiongfengliang axialcompressivebehaviorofsteelfiberreinforcedrecycledcoarseaggregateconcretefilledshortcircularsteelcolumns
AT chunfenghe axialcompressivebehaviorofsteelfiberreinforcedrecycledcoarseaggregateconcretefilledshortcircularsteelcolumns
AT weili axialcompressivebehaviorofsteelfiberreinforcedrecycledcoarseaggregateconcretefilledshortcircularsteelcolumns