摘要
对7个配置HRBF500级钢筋混凝土柱进行轴压试验,研究不同混凝土强度、配筋率、长细比等参数下构件的破坏形态、承载力。结果表明,配置HRBF500级钢筋混凝土柱的承载力按照目前规范公式计算是可行的。
The experiment on 7 columns with HRBF500 under axial load was done, whose failure mode and bearing capacity subjected to different parameters such as concrete strength, ratio of reinforcement and slenderness ratio have been studied. The results show that the bearing capacity of reinforced concrete short column with HRBF500 is feasible according to the current code.
出处
《工业建筑》
CSCD
北大核心
2009年第11期26-28,共3页
Industrial Construction
基金
国家863计划资助项目(2007AA032550)
关键词
细晶钢筋
混凝土柱
试验
承载力
hot rolled bars of fine grains
reinforced concrete columns
test
bearing capacity
