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A probability model for rebar corrosion loss and time-dependent reliability analysis of RC member
Author(s): 
Pages: 24-32
Year: Issue:  1
Journal: Hydro-Science and Engineering

Keyword:  reinforced concrete membertime-dependent reliabilitycorrosionMonte Carlo simulation;
Abstract: 氯离子引起的钢筋锈蚀是导致钢筋混凝土结构性能劣化的主要原因,因此有必要对钢筋锈蚀率的计算进行详细研究.考虑钢筋锈蚀过程中各影响因素的不确定性,将钢筋初锈时间和保护层开裂时间作为随机变量,首先分3种情况建立钢筋锈蚀率的计算模型;然后通过Monte Carlo模拟对锈蚀率进行概率分析,确定锈蚀率的概率分布类型和统计参数,最后根据收集的试验数据建立钢筋混凝土受弯构件剩余承载力与钢筋锈蚀率的关系,对受腐钢筋混凝土受弯构件进行时变可靠度分析.研究表明:钢筋锈蚀率服从正态-正态双峰分布;暴露时间越长,钢筋未锈蚀和混凝土保护层未开裂的概率越小;构件可靠度随时间的增加明显降低.
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