Investigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete

In this research, the co-operation of steel and concrete in composite columns is considered. Using numerical modeling to study the behavior of these sections, a new type of composite sections named concrete-filled double-skin steel column is introduced. The factors affecting numerical simulation, wh...

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Autores principales: Vesam Kolmi Zadeh, Hamid Saberi, Amir Mokhtari, Vahid Saberi
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2021
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Acceso en línea:https://doaj.org/article/6f9555df3f664a908ed41cbf34f712f7
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spelling oai:doaj.org-article:6f9555df3f664a908ed41cbf34f712f72021-11-08T15:54:49ZInvestigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete2476-39772538-261610.22065/jsce.2019.192744.1895https://doaj.org/article/6f9555df3f664a908ed41cbf34f712f72021-06-01T00:00:00Zhttps://www.jsce.ir/article_91925_5b6d4d22ef471c9d0a452f5470cc2f99.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616In this research, the co-operation of steel and concrete in composite columns is considered. Using numerical modeling to study the behavior of these sections, a new type of composite sections named concrete-filled double-skin steel column is introduced. The factors affecting numerical simulation, which bring this simulation closer to the laboratory conditions, determine the axial resistance of the samples by changing the dimensions and geometry as well as the properties of the materials. The purpose of this thesis is to investigate the effect of concrete compressive strength on the axial performance of concrete-filled double-skin steel column CFDST concrete. A total of 20 samples with different parameters such as effects of concrete, loading capacity and width to thickness ratio on the strength of columns with square and round cross section in inner and outer walls were investigated by ABAQUS software. The results of the study showed that the loading capacity of CFDST columns under axial pressure increased by about 4% with increasing compressive strength of concrete in the inner wall. Also, studies showed that with increasing cross-section in the inner wall, the loading capacity in square columns increased by about 7% and decreased by about 3% in circular columns.Vesam Kolmi ZadehHamid SaberiAmir MokhtariVahid SaberiIranian Society of Structrual Engineering (ISSE)articlecomposite columnscfdst columnsaxial performancebearing loadnumerical modelingBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 4, Pp 106-123 (2021)
institution DOAJ
collection DOAJ
language FA
topic composite columns
cfdst columns
axial performance
bearing load
numerical modeling
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle composite columns
cfdst columns
axial performance
bearing load
numerical modeling
Bridge engineering
TG1-470
Building construction
TH1-9745
Vesam Kolmi Zadeh
Hamid Saberi
Amir Mokhtari
Vahid Saberi
Investigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete
description In this research, the co-operation of steel and concrete in composite columns is considered. Using numerical modeling to study the behavior of these sections, a new type of composite sections named concrete-filled double-skin steel column is introduced. The factors affecting numerical simulation, which bring this simulation closer to the laboratory conditions, determine the axial resistance of the samples by changing the dimensions and geometry as well as the properties of the materials. The purpose of this thesis is to investigate the effect of concrete compressive strength on the axial performance of concrete-filled double-skin steel column CFDST concrete. A total of 20 samples with different parameters such as effects of concrete, loading capacity and width to thickness ratio on the strength of columns with square and round cross section in inner and outer walls were investigated by ABAQUS software. The results of the study showed that the loading capacity of CFDST columns under axial pressure increased by about 4% with increasing compressive strength of concrete in the inner wall. Also, studies showed that with increasing cross-section in the inner wall, the loading capacity in square columns increased by about 7% and decreased by about 3% in circular columns.
format article
author Vesam Kolmi Zadeh
Hamid Saberi
Amir Mokhtari
Vahid Saberi
author_facet Vesam Kolmi Zadeh
Hamid Saberi
Amir Mokhtari
Vahid Saberi
author_sort Vesam Kolmi Zadeh
title Investigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete
title_short Investigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete
title_full Investigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete
title_fullStr Investigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete
title_full_unstemmed Investigating the Effect of Concrete Compressive Strength on Axial Performance of Double-Edged Steel Columns Filled with Concrete
title_sort investigating the effect of concrete compressive strength on axial performance of double-edged steel columns filled with concrete
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2021
url https://doaj.org/article/6f9555df3f664a908ed41cbf34f712f7
work_keys_str_mv AT vesamkolmizadeh investigatingtheeffectofconcretecompressivestrengthonaxialperformanceofdoubleedgedsteelcolumnsfilledwithconcrete
AT hamidsaberi investigatingtheeffectofconcretecompressivestrengthonaxialperformanceofdoubleedgedsteelcolumnsfilledwithconcrete
AT amirmokhtari investigatingtheeffectofconcretecompressivestrengthonaxialperformanceofdoubleedgedsteelcolumnsfilledwithconcrete
AT vahidsaberi investigatingtheeffectofconcretecompressivestrengthonaxialperformanceofdoubleedgedsteelcolumnsfilledwithconcrete
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