Flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube columns
The flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube (HCFSST) columns were examined based on experiments and numerical modelling, and reported in the present paper. The experimental programme was conducted on 12 circular HCFSST columns with v...
Main Authors: | He, An, Liang, Yating, Zhao, Ou |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2022
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/154758 |
Similar Items
-
Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns
by: He, An, et al.
Published: (2022) -
Iterative Finite Element Analysis of Concrete-Filled Steel Tube Columns Subjected to Axial Compression
by: Payam Sarir, et al.
Published: (2022-11-01) -
Global buckling and resistances of austenitic stainless steel semi-oval hollow section beam-columns
by: Li, Shuai, et al.
Published: (2024) -
Compressive performance of underwater concrete columns strengthened by nondispersive mortar and stainless steel tubes
by: Haopeng Jin, et al.
Published: (2023-12-01) -
Global buckling and design of hot-rolled stainless steel channel section beam-columns
by: Li, Shuai, et al.
Published: (2022)