The Buckling and Post-Buckling of Steel C-Columns in Elevated Temperature

This work deals with the investigation of a steel thin-walled C-column subjected to compression due to temperature increase. These experimental studies of the compressed columns in post-buckling state were conducted to determine their load-carrying capacity. To ensure appropriate supports and keepin...

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Bibliographic Details
Main Authors: Leszek Czechowski, Sławomir Kędziora, Zbigniew Kołakowski
Format: Article
Language:English
Published: MDPI AG 2019-12-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/1/74