Compressive behavior of thin-walled circular steel tubular columns filled with steel stirrup-reinforced compound concrete

2018 ◽  
Vol 170 ◽  
pp. 178-195 ◽  
Author(s):  
B. Wu ◽  
Q. Zhang ◽  
G.M. Chen
2020 ◽  
Vol 166 ◽  
pp. 105934 ◽  
Author(s):  
Shan Gao ◽  
Zhen Peng ◽  
Lanhui Guo ◽  
Feng Fu ◽  
Yonggang Wang

2016 ◽  
Vol 705 ◽  
pp. 323-331 ◽  
Author(s):  
Togay Ozbakkaloglu

This paper presents the results of 20 hollow and concrete-filled double-skin tubular columns (DSTCs), which were tested as part of a comprehensive experimental program that was undertaken at The University of Adelaide on FRP-concrete steel DSTCs. The paper is aimed at providing important insights into the influence of two key parameters, namely the diameter of inner steel tube and presence/absence of a concrete-filling inside the inner steel tube, which play major roles in the column behavior through their influences on a series of interacting mechanisms that govern the complex system behavior. A detailed examination of the results yielded a number of important insights into the mechanisms that influence the compressive behavior of DSTCs.


Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 882-892
Author(s):  
Ming Li ◽  
Lingbo Yao ◽  
Liusheng He ◽  
Xiaoyong Mao ◽  
Guojian Li

2022 ◽  
Vol 148 (2) ◽  
Author(s):  
Le Shen ◽  
Miao Ding ◽  
Chen Feng ◽  
Shagea Alqawzai ◽  
Mohamed Elchalakani ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document