Local-flexural interactive buckling of S690 high strength steel slender welded I-section columns: testing, modelling and design
The present paper reports a thorough experimental and numerical investigation into the local-flexural interactive buckling behaviour and resistances of S690 high strength steel slender welded I-section columns. A testing programme, adopting two S690 high strength steel slender welded I-sections, was...
Saved in:
Main Authors: | Sun, Yao, Liang, Yating, Su, Andi, Zhao, Ou |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Article |
Language: | English |
Published: |
2022
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/160113 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
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) -
Flexural buckling of laser-welded stainless steel T-section columns
by: Zhong, Yukai, et al.
Published: (2023) -
Flexural buckling behaviour of high-chromium stainless steel welded I-section columns
by: Sun, Yao, et al.
Published: (2022) -
Experimental and numerical investigations of hot-rolled stainless steel channel section columns susceptible to flexural buckling
by: Li, Shuai, et al.
Published: (2022) -
Experimental and numerical investigations of pin-ended hot-rolled stainless steel angle section columns failing by flexural buckling
by: Zhang, Lulu, et al.
Published: (2022)