摘要
基于大气环境下混凝土强度的衰减模型和钢筋的锈蚀模型,考虑材料性能、几何参数和计算模式的不定性,建立了服役RC桥梁加固前和加固后的抗力时变模型。并结合一座实桥运用JC验算点法,计算出了服役50年的桥梁在加固前和加固后的可靠度指标,加固前可靠度指标降为3.576 4,通过碳纤维板加固后可靠度指标提升至4.611,满足了规范对可靠度指标的要求,且在今后50年服役中都能满足可靠度要求。算例分析表明该加固方案是可行的。最后对恒载的变异系数和活载的变异系数进行了分析,发现汽车活载对可靠度指标的影响最大,验证了交通量的变化是影响目前桥梁结构功能退化的主要原因这一结论。
The corrosion model of concrete strength under atmospheric conditions and atten-uation model based on reinforcement,considering material properties,geometry parame-ters,calculating the uncertainty of model,established the service for RC before and after reinforcement of bridge strengthening the time-dependent model,combining with a real bridge using JC checking point method to calculate the reliability index of bridge in service for 50 years before reinforcement and after reinforcement,reinforcement of reliability index dropped to 3.5764,the carbon fiber sheet reinforced,reliability index to 4.611,meet the standard for reliability requirements,and served in the next 50 years to meet the reliability requirements.Example analysis shows,the reinforcement scheme is feasible.Finally,the coefficient of variation,coefficient of variation of dead load live load analysis,found the live load effect on the reliability index of the maximum,to verify the change in traffic volume is the maj or factor influencing the function of bridge structure degradation.
出处
《长沙理工大学学报（自然科学版）》
CAS
2014年第2期25-31,共7页
Journal of Changsha University of Science and Technology:Natural Science
基金
国家自然科学基金资助项目(51008037
51178060)
交通部应用基础研究项目(2014319825160)
关键词
RC桥梁
锈蚀模型
耐久性
可靠度指标
碳纤维加固
变异系数
RC Bridges
corrosion model
durability
reliability index
carbon fiber rein-forced
variation coefficient
