Laboratory testing and numerical modelling of pin-ended hot-rolled stainless steel angle section columns failing by flexural-torsional buckling
The flexural-torsional buckling behaviour and resistances of pin-ended hot-rolled stainless steel angle section columns have been studied in the present paper, based on laboratory testing and numerical modelling. The testing programme adopted four hot-rolled stainless steel angle sections and includ...
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/10356/160088 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns
by: Zhang, Lulu, 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) -
Flexural-torsional buckling behaviour of fixed-ended hot-rolled austenitic stainless steel equal-leg angle section columns
by: Liang, Yating, et al.
Published: (2020) -
Experimental and numerical investigations of hot-rolled stainless steel channel section columns susceptible to flexural buckling
by: Li, Shuai, et al.
Published: (2022) -
Flexural–torsional buckling of pin-ended press-braked S690 high strength steel angle section columns: testing, modelling and design
by: Zhang, Lulu, et al.
Published: (2023)