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...
Saved in:
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 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Experimental and numerical investigations of press-braked stainless steel channel section beam-columns
by: Zhang, Lulu, et al.
Published: (2022) -
Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling
by: Zhang, Lulu, et al.
Published: (2022) -
Experimental and numerical studies of pin-ended press-braked S960 ultra-high strength steel channel section columns
by: Wang, Fangying, et al.
Published: (2022) -
Structural behaviour and design of press-braked S690 high strength steel channel sections under combined compression and minor-axis bending
by: Zhang, Lulu, et al.
Published: (2023) -
Cross-sectional behaviour of press-braked S690 high strength steel slender channel section stub columns under minor-axis combined loading
by: Zhang, Lulu, et al.
Published: (2023)