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Experimental Investigation on Contribution of CFRP Attachment to Durability of Reinforced Concrete Structure Subjected to Chloride Attack

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【作者】 陈凤山赵国藩潘德强

【Author】 Chen Fengshan 1* Zhao Guofan1 Pan Deqiang 2 1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China 2. Guangzhou-Sihang Institute of Engineering Technology, Guangzhou 510230, China

【机构】 State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 ChinaState Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 ChinaGuangzhou-Sihang Institute of Engineering Technology Guangzhou 510230 China

【Abstract】 The function of externally-bonded carbon fiber reinforced polymer (CFRP) in preventing chloride from entering into concrete is verified by experiment. The results show that externally-bonded CFRP can be considered as a part of corrosion prevention system of strengthened concrete structures subjected to chloride ingress, and the contribution of CFRP should be considered in evaluation of durability of reinforced concrete structures with externally-bonded CFRP. With the effective shielding function of CFRP considered, an equation for residual lifetime prediction of concrete structures with externally-bonded CFRP is derived from Ficks dispersion law. CFRP has two functions for coastal concrete structures, including strengthening and increasing durability as part of corrosion prevention system.

  • 【文献出处】 Journal of Southwest Jiaotong University ,西南交通大学学报(英文版) , 编辑部邮箱 ,2006年01期
  • 【分类号】TU375
  • 【被引频次】2
  • 【下载频次】81
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