Experimental and numerical studies of press-braked S690 high strength steel channel section beams

The present paper describes an in-depth experimental and numerical investigation into the flexural responses and strengths of press-braked S690 high strength steel channel section beams bent about the minor principal axes in both the ‘u’ and ‘n’ orientations. The experimental study was performed on...

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Bibliographic Details
Main Authors: Zhang, Lulu, Wang, Fangying, Liang, Yating, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/155105
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Institution: Nanyang Technological University
Language: English

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