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...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	International journal of steel structures Jg. 21; H. 6; S. 1977 - 1987
Hauptverfasser:	Mahar, Akshay Mangal, Jayachandran, S. Arul, Mahendran, Mahen
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Seoul Korean Society of Steel Construction 01.12.2021 Springer Nature B.V 한국강구조학회
Schlagworte:	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-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!