Post-fire behaviour and resistances of S690 high strength steel welded I-section stub columns
The cross-sectional behaviour and residual compression resistances of S690 high strength steel welded I-section stub columns after exposure to elevated temperatures up to 950 °C have been investigated, underpinned by testing and numerical modelling, and fully presented in this paper. The testing pro...
Saved in:
Main Authors: | Su, Andi, Jiang, Ke, 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/10356/160107 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Compressive behaviour and capacities of S690 high strength steel welded π-shaped and cruciform section stub columns
by: Chen, Qianzhi, et al.
Published: (2024) -
Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns
by: Sun, Yao, et al.
Published: (2021) -
Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire
by: He, An, et al.
Published: (2022) -
Local-flexural interactive buckling of S690 high strength steel slender welded I-section columns: testing, modelling and design
by: Sun, Yao, et al.
Published: (2022) -
Experimental and numerical investigations of S700 high strength steel tubular section stub columns after exposure to elevated temperatures
by: Zhong, Yukai, et al.
Published: (2022)