Research on the Fatigue Flexural Performance of RC Beams Attacked by Salt Spray

被引:6
作者
Mao Jiang-hong [1 ]
Xu Fang-yuan [2 ]
Jin Wei-liang [1 ,3 ]
Zhang Jun [1 ]
Wu Xi-xi [1 ,3 ]
Chen Cai-sheng [3 ]
机构
[1] Zhejiang Univ, Ningbo Inst Technol, Ningbo 315100, Zhejiang, Peoples R China
[2] Zhejiang Inst Commun, Hangzhou 311112, Zhejiang, Peoples R China
[3] Zhejiang Univ, Inst Struct Engn, Hangzhou 310058, Zhejiang, Peoples R China
关键词
reinforced concrete; fatigue loading; concrete durability; coupling interaction; evaluation; STEEL-REINFORCED-CONCRETE; COVER CRACKING; CORRODED RC; CORROSION; BEHAVIOR; LOAD;
D O I
10.1007/s13344-018-0019-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The fatigue flexural performance of RC beams attacked by salt spray was studied. A testing method involving electro osmosis, electrical accelerated corrosion and salt spray was proposed. This corrosion process method effectively simulates real-world salt spray and fatigue loading exerted by RC components on sea bridges. Four RC beams that have different stress amplitudes were tested. It is found that deterioration by corrosion and fatigue loading reduces the fatigue life of the RC and decreases the ability of deformation. The fatigue life and deflection ability could be reduced by increasing the stress amplitude and the corrosion duration time. The test result demonstrates that this experimental method can couple corrosion deterioration and fatigue loading reasonably. This procedure may be applied to evaluate the fatigue life and concrete durability of RC components located in a natural salt spray environment.
引用
收藏
页码:179 / 188
页数:10
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