Testing, simulation and design of press-braked ferritic stainless steel slender channel section columns failing by local–flexural interactive buckling

This paper presents an experimental and numerical study of the local–flexural interactive buckling behaviour and resistances of press-braked ferritic stainless steel slender channel section columns. An experimental programme was firstly conducted, including initial geometric imperfection measurement...

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Bibliographic Details
Main Authors: Li, Shuai, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2023
Subjects:
Online Access:https://hdl.handle.net/10356/168918
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Institution: Nanyang Technological University
Language: English