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42995

Experimental Behavior of Concrete Filled Steel Tube Columns

Article

Last updated: 22 Jan 2023

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Abstract

Concrete filled tube composite columns provide an economic section and fast manufacturing. The concrete infill reduces the initial local buckling of the steel sections which allows very slender steel plates with high values for (width/thickness) ratio to be used in their fabrication. This paper investigates the local and post local buckling behavior of welded box section with and without concrete infill. Thirteen short columns of hollow and filled tube were tested in the concrete research laboratory at Housing and Building National Research Center

DOI

10.21608/pserj.2013.42995

Authors

First Name

Mohamed

Last Name

mohamdeen

MiddleName

-

Affiliation

أستاذ منشأت المعدنيى - کلية الهندسة - جامعة قناة السويس

Email

mohamed.am5u@gmail.com

City

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Orcid

-

First Name

Mohamed

Last Name

El-Ghandour

MiddleName

Mohamed

Affiliation

Prof. of steel structure and Dean of Collage of Engineering Portsaid university (

Email

mghandour@eng.psu.edu.eg

City

-

Orcid

-

First Name

Ibrahim

Last Name

El-Kersh

MiddleName

Hassan

Affiliation

Prof. of steel structure an Dean of Collage of Engineering Suez Canal University

Email

-

City

-

Orcid

-

First Name

Mohamed

Last Name

Hussein

MiddleName

Ibrahim

Affiliation

Assistance lecture, Collage of Engineering

Email

eng_magdy_2020@yahoo.com

City

-

Orcid

-

Volume

17

Article Issue

1

Related Issue

6357

Issue Date

2013-03-01

Receive Date

2013-01-15

Publish Date

2013-03-01

Page Start

106

Page End

114

Print ISSN

1110-6603

Online ISSN

2536-9377

Article File

PSERJ_Volume 17_Issue 1_Pages 106-114.pdf

PDF . 1.3MB

Link

https://pserj.journals.ekb.eg/article_42995.html

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https://pserj.journals.ekb.eg/service?article_code=42995

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Type

Original Article

Type Code

813

Publication Type

Journal

Publication Title

Port-Said Engineering Research Journal

Publication Link

https://pserj.journals.ekb.eg/

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Article

Created At

22 Jan 2023