Behavior of Splicing GFRP-Concrete-Steel Double-Skin Tubular Columns Subject to Eccentric Compression

Author(s):  
Xue Li ◽  
Lian-guang Wang ◽  
Hai-yang Gao ◽  
Ni Zhang
Author(s):  
Xiao Liu ◽  
Jianye Xu ◽  
Bing Wang

Abstract: To analysis the behavior of the mechanical properties of concrete-filled double skin steel tubular (CFDST) columns under eccentric loads after fire, the finite element analysis was used. The established FEA modeling was verified by the experimental results which has a good agreement. The FEA modeling was then used to perform the temperature field and the full-range load-deformation relations of the CFDST subject to eccentric compression after exposed to fire. The results indicate that: with the time of fire increasing, the eccentric distance increasing, the steel ratio decreasing, the yield strength decreasing and compressive strength decreasing, the bearing capacity of CFDST in circle section under eccentric loads is showing a decrease trend, and the stiffness of component decreases with the time of fire increasing, the eccentric distance increasing and the steel ratio decreasing. The ductility of CFDST became better with the time of fire increasing and the eccentric distance increasing.


2021 ◽  
Vol 1058 (1) ◽  
pp. 012010
Author(s):  
Shafayat Bin Ali ◽  
George S. Kamaris ◽  
Michaela Gkantou ◽  
Kunal Kansara ◽  
Khalid Hashim

Structures ◽  
2021 ◽  
Vol 32 ◽  
pp. 1026-1047
Author(s):  
Pouria Ayough ◽  
Zainah Ibrahim ◽  
N.H. Ramli Sulong ◽  
Po-Chien Hsiao ◽  
Mohamed Elchalakani

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