Ceramics-Silikáty 65, (1) 98 - 106 (2021) |
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EFFECTS OF WET-DRY ALTERNATION OF OCEAN TIDE ENVIRONMENTS ON THE BOND BEHAVIOUR OF CFRP-REINFORCED CORAL CONCRETE
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Wu Ping 1, Xu Yidong 1,2, You Weiguo 1, 3, Qiu Yong 4, Du Yuefeng 4
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1 School of Civil Engineering AND Architecture, NingboTech University, Ningbo 315100, China
2 Ningbo Research Institute, Zhejiang University, Ningbo 315100, China
3 School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
4 Zhejiang Provincial Erjian Construction Group Ltd, Ningbo 315202, China
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Keywords: CFRP, Coral aggregate concrete, Marine environment, Bond damage variable, Bond-slip constitutive model
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In this paper, the dry-wet cycle test in NaCl solutions is used to simulate ocean tide attack, and the pull-out test is carried out to explore the changes in the bond behaviour of CFRP-reinforced coral concrete under the attack of the simulated ocean tide environment. As shown by the results, with the increase in the number of dry-wet cycles, the bond strength of CFRP-reinforced coral concrete will first increase and then decrease. Based on damage mechanics theory, the deterioration of the interfacial bond properties between CFRP bars and coral concrete under the attack of the ocean tide environment is analysed. By fitting the obtained data, the bond-slip equation of the CFRP-reinforced coral concrete with different damage degrees is obtained, and the related bond-slip constitutive model considering damage effects is established. |
 PDF (3.9 MB) |
doi: 10.13168/cs.2021.0007
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