Experimental study on hysteretic behavior for corroded circular RC columns retrofitted by ICCP-SS

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 421-435
Author(s):  
Ran Feng ◽  
Jingzhou Zhang ◽  
Yanwen Li ◽  
Ji-Hua Zhu
2011 ◽  
Vol 33 (12) ◽  
pp. 3647-3656 ◽  
Author(s):  
Masoud Mirtaheri ◽  
Amir Peyman Zandi ◽  
Sahand Sharifi Samadi ◽  
Hamid Rahmani Samani

2020 ◽  
Vol 24 (11) ◽  
pp. 3388-3396
Author(s):  
Xin-Ling Wang ◽  
Lei-Lei Jin ◽  
Ke Li ◽  
Jun-Tao Zhu

2012 ◽  
Vol 204-208 ◽  
pp. 2878-2882 ◽  
Author(s):  
Miao Zhou ◽  
Jian Wei Li ◽  
Jing Min Duan

This paper carries out a series of experimental study on 6 column specimens, analyses and compares with the different parameters on the axial loading tests of RC columns and RC columns strengthened with steel tube. The experimental results show that the RC columns strengthened with steel tube take full advantage of loading properties of both materials, thus greatly improve the bearing capacity of specimens. With the same wall thickness steel tube, the improving degree of bearing capacity of long columns is bigger than the short columns, and the reinforcement effect is more obvious. The experimental results can offer reference for scientific research and engineering staff, and promote this reinforcement method to be widely used in engineering practice.


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