Sub-Zero Temperature Behaviour of Cold-formed steel Members

Cold-formed steel (CFS) industry has opportunities to expand the use of CFS in sub-zero temperature environments, such as Arctic and Antarctic regions, large scale refrigeration facilities and off-shore structures. Although the behaviour of hot-rolled steel members in such environments has been inve...

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Main Authors: Rokilan, M., Mahendran, M.
Format: Article in Journal/Newspaper
Language:English
Published: 2020
Subjects:
Online Access:http://jhir.library.jhu.edu/handle/1774.2/63152
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spelling ftjhuniv:oai:jscholarship.library.jhu.edu:1774.2/63152 2023-05-15T13:59:22+02:00 Sub-Zero Temperature Behaviour of Cold-formed steel Members Rokilan, M. Mahendran, M. 2020-10-20 application/pdf http://jhir.library.jhu.edu/handle/1774.2/63152 en eng Proceedings of the 2020 CFSRC Colloquium;44 http://jhir.library.jhu.edu/handle/1774.2/63152 Article 2020 ftjhuniv 2023-01-02T06:45:26Z Cold-formed steel (CFS) industry has opportunities to expand the use of CFS in sub-zero temperature environments, such as Arctic and Antarctic regions, large scale refrigeration facilities and off-shore structures. Although the behaviour of hot-rolled steel members in such environments has been investigated, limited studies are available for CFS members at sub-zero temperatures. Thus, tensile tests were conducted on low and high strength cold-rolled steel sheets to determine their mechanical properties in the temperature range of 20 to -70 ℃. Predictive equations were developed to determine the sub-zero temperature mechanical properties of CFS using their ambient temperature mechanical properties. Sub-zero temperature ductility of CFS was investigated against CFS design standards. Also, the issues of performing standard toughness tests on CFS due to dimensional limitations were identified. Moreover, CFS stub columns were tested at sub-zero temperatures to investigate their behaviour. Tests showed that there were no premature failures caused by brittle fracture, even after significant localised deformations during the post-ultimate phase. In all cases, the ultimate capacity increased considerably even at temperatures below -50 ℃, especially for low strength steel columns. The authors wish to thank Queensland University of Technology and Australian Research Council (Grant Number LP170100952) for providing financial support including a PhD scholarship and experimental facilities to conduct this research, and Greg Paterson for his invaluable assistance with sub-zero temperature tests. Article in Journal/Newspaper Antarc* Antarctic Arctic Johns Hopkins University, Baltimore: JScholarship Antarctic Arctic Paterson ENVELOPE(-154.600,-154.600,-78.033,-78.033) Queensland
institution Open Polar
collection Johns Hopkins University, Baltimore: JScholarship
op_collection_id ftjhuniv
language English
description Cold-formed steel (CFS) industry has opportunities to expand the use of CFS in sub-zero temperature environments, such as Arctic and Antarctic regions, large scale refrigeration facilities and off-shore structures. Although the behaviour of hot-rolled steel members in such environments has been investigated, limited studies are available for CFS members at sub-zero temperatures. Thus, tensile tests were conducted on low and high strength cold-rolled steel sheets to determine their mechanical properties in the temperature range of 20 to -70 ℃. Predictive equations were developed to determine the sub-zero temperature mechanical properties of CFS using their ambient temperature mechanical properties. Sub-zero temperature ductility of CFS was investigated against CFS design standards. Also, the issues of performing standard toughness tests on CFS due to dimensional limitations were identified. Moreover, CFS stub columns were tested at sub-zero temperatures to investigate their behaviour. Tests showed that there were no premature failures caused by brittle fracture, even after significant localised deformations during the post-ultimate phase. In all cases, the ultimate capacity increased considerably even at temperatures below -50 ℃, especially for low strength steel columns. The authors wish to thank Queensland University of Technology and Australian Research Council (Grant Number LP170100952) for providing financial support including a PhD scholarship and experimental facilities to conduct this research, and Greg Paterson for his invaluable assistance with sub-zero temperature tests.
format Article in Journal/Newspaper
author Rokilan, M.
Mahendran, M.
spellingShingle Rokilan, M.
Mahendran, M.
Sub-Zero Temperature Behaviour of Cold-formed steel Members
author_facet Rokilan, M.
Mahendran, M.
author_sort Rokilan, M.
title Sub-Zero Temperature Behaviour of Cold-formed steel Members
title_short Sub-Zero Temperature Behaviour of Cold-formed steel Members
title_full Sub-Zero Temperature Behaviour of Cold-formed steel Members
title_fullStr Sub-Zero Temperature Behaviour of Cold-formed steel Members
title_full_unstemmed Sub-Zero Temperature Behaviour of Cold-formed steel Members
title_sort sub-zero temperature behaviour of cold-formed steel members
publishDate 2020
url http://jhir.library.jhu.edu/handle/1774.2/63152
long_lat ENVELOPE(-154.600,-154.600,-78.033,-78.033)
geographic Antarctic
Arctic
Paterson
Queensland
geographic_facet Antarctic
Arctic
Paterson
Queensland
genre Antarc*
Antarctic
Arctic
genre_facet Antarc*
Antarctic
Arctic
op_relation Proceedings of the 2020 CFSRC Colloquium;44
http://jhir.library.jhu.edu/handle/1774.2/63152
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