Experimental and numerical investigations of pin-ended hot-rolled stainless steel angle section columns failing by flexural buckling
A thorough testing and numerical modelling programme has been conducted to investigate the flexural buckling behaviour and strengths of pin-ended hot-rolled stainless steel angle section columns. The testing programme adopted three hot-rolled stainless steel equal-leg angle sections, and included 12...
Saved in:
Main Authors: | Zhang, Lulu, 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/10356/155134 |
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 hot-rolled stainless steel channel section columns susceptible to flexural buckling
by: Li, Shuai, et al.
Published: (2022) -
Laboratory testing and numerical modelling of pin-ended hot-rolled stainless steel angle section columns failing by flexural-torsional 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) -
Pin-ended press-braked S960 ultra-high strength steel angle section columns : testing, numerical modelling and design
by: Wang, Fangying, et al.
Published: (2022)