摘要
研究了配筋圆钢管混凝土短柱单轴压缩的力学特征,分析了配筋率和配箍率对配筋钢管混凝土力学性能的影响作用,探讨了配筋优化改善钢管混凝土力学特征的机理,最终得出了一些有意义的结论。
The mechanical properties under uniaxial compression test are studied in this paper. The effect of reinforcement ratio and stirrup ratio on the mechanical properties of reinforced concrete filled steel tube is analyzed,and the mechanism of the reinforcement improving the mechanical properties is discussed,drow meaningful conclusion.
出处
《山西建筑》
2017年第22期34-35,共2页
Shanxi Architecture
关键词
配筋钢管混凝土
单轴压缩
力学特征
极限承载能力
reinforced concrete filled steel tubular short columns
uniaxial compression test
mechanical properties
limit bearing capacity
