Load-strain model for concrete-filled double-skin circular FRP tubes under axial compression

2019 ◽  
Vol 181 ◽  
pp. 629-642 ◽  
Author(s):  
Y.L. Li ◽  
X.L. Zhao ◽  
R.K. Singh Raman
Keyword(s):  
Axial Compression ◽  
Double Skin ◽  
Frp Tubes ◽  
Strain Model

Experimental investigation on behavior of splicing glass fiber–reinforced polymer-concrete–steel double-skin tubular columns under axial compression

2022 ◽  
pp. 136943322110606
Author(s):  
Xue Li ◽  
Lian-guang Wang ◽  
Hai-yang Gao ◽  
Ni Zhang
Keyword(s):  
Bearing Capacity ◽  
Glass Fiber ◽  
Axial Compression ◽  
Fiber Reinforced Polymer ◽  
Glass Fiber Reinforced Polymer ◽  
Constraint Effect ◽  
Reinforced Polymer ◽  
Glass Fiber Reinforced ◽  
Steel Bar ◽  
Double Skin

Splicing glass fiber–reinforced polymer (GFRP)-concrete–steel double-skin tubular column (DSTC) is to set connection component at the joint of two or more separated GFRP tubes, and then pour concrete in the double-tube interlayer to form a continuous composite member. In this paper, the splicing DSTC composite members based on steel bar connection were designed and tested under axial compression to determine its mechanical performance. The main parameters include the connection steel ratio, the hollow ratio, and the thickness of GFRP tube. The results show that the GFRP tube presents apparent constraint effect on the concrete at about 60% of the ultimate load. The failure of splicing specimen occurred in the non-splicing section at a certain distance from the splice joint, and the stirrups at the splice joint provide effective constraint effect on the internal concrete. The proposed DSTC splicing method based on steel cage connection can satisfy the strength requirements of splice joint. Nevertheless, the increase of axial steel bar ratio cannot improve the bearing capacity of the splicing column, and the steel ratio of 2.44% is suggested for the splice joint of DSTCs under axial compression. The axial bearing capacity of splicing DSTCs significantly increases with the increase of GFRP tube thickness, but the amount of stirrups should be increased properly when a larger tube thickness is used. Two models were selected to calculate the bearing capacity of splicing members and it is found that Yu’s model is more accurate in predicting splicing DSTCs.

Analytical stress–strain model of reinforced concrete masonry wallettes under axial compression

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 2922-2935
Author(s):  
Tatheer Zahra ◽  
Julian Thamboo ◽  
Mohammad Asad ◽  
Mengli Song
Keyword(s):  
Reinforced Concrete ◽  
Axial Compression ◽  
Stress Strain ◽  
Concrete Masonry ◽  
Strain Model

Experimental and Analytical Investigations of Geopolymer Concrete Filled Frp Tubes Under Axial Compression

2021 ◽  
Author(s):  
Shaheen Kanwal ◽  
Qasim Khan ◽  
M. Neaz Sheikh ◽  
Asad Qazi ◽  
Muhammad Hadi
Keyword(s):  
Axial Compression ◽  
Geopolymer Concrete ◽  
Frp Tubes
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