Direct Strength Method for Cold-Formed Steel Unlipped Channel Columns Subject to Local Buckling

This paper evaluates the strength of unlipped channel columns using the Direct Strength Method (DSM), which applies to the sections with either intermediate or edge stiffeners. The local buckling behaviour of plain cold-formed steel sections (CFS) with fixed-ends is studied by investigating the resu...

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Vydané v:	International journal of steel structures Ročník 21; číslo 6; s. 1977 - 1987
Hlavní autori:	Mahar, Akshay Mangal, Jayachandran, S. Arul, Mahendran, Mahen
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Seoul Korean Society of Steel Construction 01.12.2021 Springer Nature B.V 한국강구조학회
Predmet:	Aspect ratio Civil Engineering Codes of Practice Cold working Cold-formed steel Columns (structural) Cross-sections Design modifications Engineering Materials Science Postbuckling Solid Mechanics Stiffeners Stiffness Webs 토목공학 Local buckling Cold-formed steel Direct strength method Plain unlipped channel section
ISSN:	1598-2351, 2093-6311
On-line prístup:	Získať plný text
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