Experimental study of axially compressed cold formed steel channel columns

Analysis and design of axially compressed cold formed steel channel section presented in this paper was conducted through experimental study, design based on British standards and North American Specification for the design of cold-formed steel structural members. More than 18 laboratory experiments...

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Main Authors: Kalavagunta S., Naganathan S., Mustapha K.N.B.
Other Authors: 55695387900
Format: Article
Published: 2023
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author Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
author2 55695387900
author_facet 55695387900
Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
author_sort Kalavagunta S.
building UNITEN Library
collection Institutional Repository
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
continent Asia
country Malaysia
description Analysis and design of axially compressed cold formed steel channel section presented in this paper was conducted through experimental study, design based on British standards and North American Specification for the design of cold-formed steel structural members. More than 18 laboratory experiments were undertaken first on these steel channel columns under axial compression. A series of parametric studies were also carried out by varying the thickness and column length. All of these columns failed by local and distortional buckling. The test results were compared with American (AISI-2007) and British Standards (BS5950-Part5) for the design of cold-formed steel structural members. The details of these investigation and the outcomes are presented in this paper.
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institution Universiti Tenaga Nasional
publishDate 2023
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spelling my.uniten.dspace-300882023-12-29T15:44:25Z Experimental study of axially compressed cold formed steel channel columns Kalavagunta S. Naganathan S. Mustapha K.N.B. 55695387900 30267872100 26032672000 Axially compressed members BS5950 Cold formed channel sections Direct strength method Effective width method Analysis and design of axially compressed cold formed steel channel section presented in this paper was conducted through experimental study, design based on British standards and North American Specification for the design of cold-formed steel structural members. More than 18 laboratory experiments were undertaken first on these steel channel columns under axial compression. A series of parametric studies were also carried out by varying the thickness and column length. All of these columns failed by local and distortional buckling. The test results were compared with American (AISI-2007) and British Standards (BS5950-Part5) for the design of cold-formed steel structural members. The details of these investigation and the outcomes are presented in this paper. Final 2023-12-29T07:44:25Z 2023-12-29T07:44:25Z 2013 Article 2-s2.0-84877648434 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84877648434&partnerID=40&md5=4585cff7131542edce0809c91a81a6dc https://irepository.uniten.edu.my/handle/123456789/30088 6 4 4249 4254 Scopus
spellingShingle Axially compressed members
BS5950
Cold formed channel sections
Direct strength method
Effective width method
Kalavagunta S.
Naganathan S.
Mustapha K.N.B.
Experimental study of axially compressed cold formed steel channel columns
title Experimental study of axially compressed cold formed steel channel columns
title_full Experimental study of axially compressed cold formed steel channel columns
title_fullStr Experimental study of axially compressed cold formed steel channel columns
title_full_unstemmed Experimental study of axially compressed cold formed steel channel columns
title_short Experimental study of axially compressed cold formed steel channel columns
title_sort experimental study of axially compressed cold formed steel channel columns
topic Axially compressed members
BS5950
Cold formed channel sections
Direct strength method
Effective width method
url_provider http://dspace.uniten.edu.my/