Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns

In order to study the axial performance of steel fiber-reinforced rubberized concrete-filled circular steel tubular columns, a total of 11 steel fiber-reinforced rubberized concrete-filled circular tubular columns are subjected to axial compression tests, considering the main parameters are rubber s...

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Main Authors: Yu Deng, Jiong-Feng Liang, Wei Li
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/6678802
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author Yu Deng
Jiong-Feng Liang
Wei Li
author_facet Yu Deng
Jiong-Feng Liang
Wei Li
author_sort Yu Deng
collection DOAJ
description In order to study the axial performance of steel fiber-reinforced rubberized concrete-filled circular steel tubular columns, a total of 11 steel fiber-reinforced rubberized concrete-filled circular tubular columns are subjected to axial compression tests, considering the main parameters are rubber substitution rate, rubber particle size, steel fiber content, and concrete strength. The test results show that the use of rubber will reduce the bearing capacity of the columns but can increase the ductility of the columns. The smaller the rubber particles, the greater the reduction in the bearing capacity. The incorporation of steel fibers can increase the compressive strength of concrete, thereby improving the axial performance of the columns. The strength of concrete has the greatest influence on the columns, and the bearing capacity increases approximately linearly with the increase of concrete strength.
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institution DOAJ
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language English
publishDate 2021-01-01
publisher Wiley
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series Advances in Materials Science and Engineering
spelling doaj-art-925bb09bd5ee4fd9a406c0bc833cdf5c2025-08-20T03:20:37ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/66788026678802Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular ColumnsYu Deng0Jiong-Feng Liang1Wei Li2College of Civil and Architecture Engineering, Guangxi University of Science and Technology, Liuzhou, ChinaFaculty of Civil&Architecture Engineering, East China University of Technology, Nanchang, ChinaCollege of Civil Engineering and Architecture, Wenzhou University, Wenzhou, Zhejiang, ChinaIn order to study the axial performance of steel fiber-reinforced rubberized concrete-filled circular steel tubular columns, a total of 11 steel fiber-reinforced rubberized concrete-filled circular tubular columns are subjected to axial compression tests, considering the main parameters are rubber substitution rate, rubber particle size, steel fiber content, and concrete strength. The test results show that the use of rubber will reduce the bearing capacity of the columns but can increase the ductility of the columns. The smaller the rubber particles, the greater the reduction in the bearing capacity. The incorporation of steel fibers can increase the compressive strength of concrete, thereby improving the axial performance of the columns. The strength of concrete has the greatest influence on the columns, and the bearing capacity increases approximately linearly with the increase of concrete strength.http://dx.doi.org/10.1155/2021/6678802
spellingShingle Yu Deng
Jiong-Feng Liang
Wei Li
Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns
Advances in Materials Science and Engineering
title Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns
title_full Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns
title_fullStr Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns
title_full_unstemmed Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns
title_short Axial Performance of Steel Fiber-Reinforced Rubberized Concrete-Filled Circular Tubular Columns
title_sort axial performance of steel fiber reinforced rubberized concrete filled circular tubular columns
url http://dx.doi.org/10.1155/2021/6678802
work_keys_str_mv AT yudeng axialperformanceofsteelfiberreinforcedrubberizedconcretefilledcirculartubularcolumns
AT jiongfengliang axialperformanceofsteelfiberreinforcedrubberizedconcretefilledcirculartubularcolumns
AT weili axialperformanceofsteelfiberreinforcedrubberizedconcretefilledcirculartubularcolumns