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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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 |
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Axially compressed members BS5950 Cold formed channel sections Direct strength method Effective width method |
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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 |
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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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55695387900 |
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55695387900 Kalavagunta S. Naganathan S. Mustapha K.N.B. |
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Article |
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Kalavagunta S. Naganathan S. Mustapha K.N.B. |
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Kalavagunta S. |
title |
Experimental study of axially compressed cold formed steel channel columns |
title_short |
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_sort |
experimental study of axially compressed cold formed steel channel columns |
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2023 |
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1806425597624188928 |
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13.222552 |