The new buckling curves for cold-formed stainless steel equal-leg angle columns

The design rules for centrically compressed stainless steel equal-leg angle members are not explicitly stated in the current European standard SRPS EN 1993-1-4. This paper summarizes the results of extensive research conducted on this type of structural elements aiming to define recommendations for...

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Autores principales:	Dobrić Jelena, Filipović Aljoša, Baddoo Nancy, Marković Zlatko, Buđevac Dragan
Formato:	article
Lenguaje:	EN SR
Publicado:	Society for Materials and Structures testing of Serbia 2021
Materias:	stainless steel cold-formed angle section flexural buckling flexural-torsional buckling buckling curves design Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/490ba49adb274695ba0b31ce30419109
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id	oai:doaj.org-article:490ba49adb274695ba0b31ce30419109
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spelling	oai:doaj.org-article:490ba49adb274695ba0b31ce304191092021-12-05T21:10:35ZThe new buckling curves for cold-formed stainless steel equal-leg angle columns2217-81392335-022910.5937/GRMK2103171Dhttps://doaj.org/article/490ba49adb274695ba0b31ce304191092021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2021/2217-81392103171D.pdfhttps://doaj.org/toc/2217-8139https://doaj.org/toc/2335-0229The design rules for centrically compressed stainless steel equal-leg angle members are not explicitly stated in the current European standard SRPS EN 1993-1-4. This paper summarizes the results of extensive research conducted on this type of structural elements aiming to define recommendations for their design. Based on a systematic experimental investigation, a detailed numerical analysis was performed, and a database of columns' resistances were defined. Material and geometric nonlinear analysis included three key stainless steel alloys, austenitic, ferritic and duplex. The design curves for flexural and flexural-torsional buckling check have been proposed in accordance with European codified procedures.Dobrić JelenaFilipović AljošaBaddoo NancyMarković ZlatkoBuđevac DraganSociety for Materials and Structures testing of Serbiaarticlestainless steelcold-formed angle sectionflexural bucklingflexural-torsional bucklingbuckling curvesdesignEngineering (General). Civil engineering (General)TA1-2040ENSRGrađevinski Materijali i Konstrukcije, Vol 64, Iss 3, Pp 171-176 (2021)
institution	DOAJ
collection	DOAJ
language	EN SR
topic	stainless steel cold-formed angle section flexural buckling flexural-torsional buckling buckling curves design Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	stainless steel cold-formed angle section flexural buckling flexural-torsional buckling buckling curves design Engineering (General). Civil engineering (General) TA1-2040 Dobrić Jelena Filipović Aljoša Baddoo Nancy Marković Zlatko Buđevac Dragan The new buckling curves for cold-formed stainless steel equal-leg angle columns
description	The design rules for centrically compressed stainless steel equal-leg angle members are not explicitly stated in the current European standard SRPS EN 1993-1-4. This paper summarizes the results of extensive research conducted on this type of structural elements aiming to define recommendations for their design. Based on a systematic experimental investigation, a detailed numerical analysis was performed, and a database of columns' resistances were defined. Material and geometric nonlinear analysis included three key stainless steel alloys, austenitic, ferritic and duplex. The design curves for flexural and flexural-torsional buckling check have been proposed in accordance with European codified procedures.
format	article
author	Dobrić Jelena Filipović Aljoša Baddoo Nancy Marković Zlatko Buđevac Dragan
author_facet	Dobrić Jelena Filipović Aljoša Baddoo Nancy Marković Zlatko Buđevac Dragan
author_sort	Dobrić Jelena
title	The new buckling curves for cold-formed stainless steel equal-leg angle columns
title_short	The new buckling curves for cold-formed stainless steel equal-leg angle columns
title_full	The new buckling curves for cold-formed stainless steel equal-leg angle columns
title_fullStr	The new buckling curves for cold-formed stainless steel equal-leg angle columns
title_full_unstemmed	The new buckling curves for cold-formed stainless steel equal-leg angle columns
title_sort	new buckling curves for cold-formed stainless steel equal-leg angle columns
publisher	Society for Materials and Structures testing of Serbia
publishDate	2021
url	https://doaj.org/article/490ba49adb274695ba0b31ce30419109
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The new buckling curves for cold-formed stainless steel equal-leg angle columns

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