摘要
对6个高强箍筋约束足尺寸普通强度混凝土柱进行了轴心受压试验,对比分析了高强箍筋与普通强度箍筋约束钢筋混凝土柱轴心抗压的破坏过程及其形貌,并运用轴压试验数据分析了箍筋强度和形式对轴心受压性能的影响。
The axial compression experiment is carried out with 6 full-scale square concrete columns confined by high-strength steels,in which the comparison and analysis of the damage process and its morphology are conducted through the axial compression by high-strength stirrup with ordinary strength stirrups reinforced concrete columns.With the data analysis of the axial compression test,the effects of stirrup strength and form on the axial compression performance are studied.
出处
《建筑科学》
CSCD
北大核心
2015年第9期44-47,共4页
Building Science
关键词
高强箍筋
约束混凝土
足尺试验
轴心抗压
high-strength stirrup
confined concrete
full-scale test
axial compression
