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...

Full description

Saved in:

Bibliographic Details
Published in:	International journal of steel structures Vol. 21; no. 6; pp. 1977 - 1987
Main Authors:	Mahar, Akshay Mangal, Jayachandran, S. Arul, Mahendran, Mahen
Format:	Journal Article
Language:	English
Published:	Seoul Korean Society of Steel Construction 01.12.2021 Springer Nature B.V 한국강구조학회
Subjects:	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
Online Access:	Get full text
Tags:	Add Tag No Tags, Be the first to tag this record!

Be the first to leave a comment!