摘要
在理论研究和试验数据的基础上,采用数值模拟的方法对高强箍筋混凝土柱轴心受压承载力进行了计算,对比分析表明计算结果与试验值复合良好。结论可为该类构件的设计和分析提供参考。
Based on the theory and test result,the compression capacity of high strength stirrups confined concrete column under axial load was calculated through numerical modeling method.The calculated results show good agreement with experimental date.The conclusion can provide reference for the design and analysis for this kind of members.
出处
《四川建材》
2018年第6期60-61,共2页
Sichuan Building Materials
关键词
高强箍筋
约束混凝土
受压承载力
数值模拟
high strength stirrups
confined concrete
compression capacity
numerical modeling
