Numerical Simulation of Seismic Performance of Coastal Corroded Reinforced Concrete Column Strengthened by Carbon Fiber Cloth

2019 ◽  
Vol 94 (sp1) ◽  
pp. 372
Author(s):  
Lihong Lin
2020 ◽  
Vol 208 ◽  
pp. 109913
Author(s):  
Xiaoxian Liu ◽  
Jianzhong Li ◽  
Hing-Ho Tsang ◽  
Jingfeng Wang ◽  
Jian Zhong

2011 ◽  
Vol 368-373 ◽  
pp. 568-572
Author(s):  
Jin Jie Men ◽  
Qing Xuan Shi ◽  
Qi Zhou

Frames consisting of reinforced concrete column and steel beam (RCS) is a new type of composite structures. Background of the research and application of the RCS composite joints and composite frames are overviewed detailedly in this paper. Then the research evolution of the RCS composite joints including experimental research and numerical simulation in America, Japan and China are described in detail. Finally some problems existing and the development directions of research on RCS framing systems in future are pointed out.


2012 ◽  
Vol 193-194 ◽  
pp. 1357-1360
Author(s):  
Ting Liu ◽  
Hai Xia Wei

The numerical simulation of seismic performance for Carbon fiber strengthening node of reinforced concrete framework under the action of seismic wave was done by finite element analytical software-ANSYS. Compared with unstrengthened node, it was proved that node strengthened with Carbon fiber can obviously improve the seismic performance of the nodes.


2019 ◽  
Vol 116 (5) ◽  
Author(s):  
Deuckhang Lee ◽  
Thomas H.-K. Kang ◽  
Hyunjin Ju ◽  
Sung-Woo Moon ◽  
Il-Seung Yang

2013 ◽  
Vol 477-478 ◽  
pp. 681-685
Author(s):  
Ling Ye Leng ◽  
Peng Fei Zhang

In recent years, CFRP is widely used both at home and abroad. The numbers of tests about the research on CFRP reinforcing corrosion concrete are more than numerical simulation. In this paper, OpenSees has been used to do the numerical simulation on nonlinear analysis of the CFRP reinforcement corrosion concrete column aseismic behavior. And the results were compared with the tests. The results show that it can well predict seismic performance of CFRP strengthening corrosion concrete by choosing reasonable material bond-slip constitutive.


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