Experimental and numerical investigations of press-braked stainless steel channel section beam-columns

The buckling behaviour and resistances of press-braked stainless steel channel section beam-columns under combined compression and minor-axis bending have been studied in the present paper through laboratory testing and numerical modelling. The testing programme adopted two press-braked stainless st...

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Bibliographic Details
Main Authors: Zhang, Lulu, Li, Shuai, Tan, Kang Hai, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/160087
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Institution: Nanyang Technological University
Language: English