钢筋混凝土柱加固后力学性能影响研究进展  

Research progress of mechanical behavior of reinforced concrete columns

作　　者：袁娇娇[1] 许兰兰[1] 火映霞[1] 夏正兵[2] 

机构地区：[1]江苏城市职业学院,江苏南京210036 [2]江苏城市职业学院南通分院,江苏南通216000

出　　处：《江苏建材》2016年第6期32-34,共3页Jiangsu Building Materials

基　　金：江苏开放大学(江苏城市职业学院)"十二五"规划课题项目(15SEW-Q-045)

摘　　要：对国内外普通钢筋混凝土柱和锈蚀柱的加固方式和加固后性能进行了综述。通过对试验的数据点进行分析,对钢筋混凝土柱加固后的力学性能进行评价,得出普通钢筋混凝土柱加固后与偏心距的回归曲线,便于实际工程采用。The paper reviews reinforced methods and the mechanical behavior after the reinforcement of the common reinforced concrete columns and the corrosion concrete columns at home and abroad. Through the analysis of the experimental data and the evaluation of the capacity of reinforcement concrete columns, the regression curve of reinforced concrete columns with the eccentricity can be obtained and used in practical engineerings.

关 键 词：钢筋混凝土柱 锈蚀率 试验研究 

分 类 号：TU375.3[建筑科学—结构工程]