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

2022 ◽  
Vol 320 ◽  
pp. 126181
Author(s):  
Gustavo Henrique Nalon ◽  
José Carlos Lopes Ribeiro ◽  
Leonardo Gonçalves Pedroti ◽  
Roberto Marcio da Silva ◽  
Eduardo Nery Duarte de Araújo ◽  
...  

2022 ◽  
Vol 8 ◽  
Author(s):  
Yue Liu ◽  
Jia-Zhan Xie ◽  
Jing-Liang Yan

Fiber-reinforced polymer (FRP) has been widely used in civil engineering due to its light weight, high strength, convenient construction, and strong corrosion resistance. One of the important applications of FRP composites is the concrete-filled FRP tube (CFFT), which can greatly improve the compressive strength and ductility of concrete as well as facilitate construction. In this article, the compressive performances of a normal concrete-filled FRP tube (N-CFFT) column with 5-hour curing time and an ultra-early strength concrete-filled FRP tube (UES–CFFT) column with zero curing time were studied by considering the characteristics of rapid early strength improvement of ultra-early strength concrete and the confinement effect of the FRP tube. Monotonic axial compression tests were carried out on 3 empty FRP tubes (FTs) without an internal filler and 6 CFFT (3 N-CFFTs and 3 UES-CFFTs) specimens. All specimens were cylinders of 200 mm in diameter and 600 mm in height, confined by glass fiber–reinforced polymer (GFRP). Test results indicated that the compressive bearing capacity of the specimens increased significantly by adopting the ultra-early strength concrete as the core concrete of the CFFT, although the curing time was zero. It was also shown that the compressive behavior of the UES–CFFT specimens with zero curing time increased significantly than that of the N-CFFT specimens with 5-hour curing time because the former was able to achieve rapid strength enhancement in a very short time than the latter. The ultimate compressive strength of UES–CFFT specimens with zero curing time reached 78.3 MPa, which was 66.2 and 97.2% higher than that of N-CFFT with 5-hour curing time and FT specimens, respectively. In addition, a simple confinement model to predict the strength of UES–CFFT with zero curing time in ultimate condition was introduced. Compared with the existing models, the proposed model could predict the ultimate strength of UES–CFFT specimens with zero curing time with better accuracy.


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