摘要
本文通过实验室试验 ,研究了钢管混凝土构件轴向受力失效时的基本特征 ,测试了其轴向抗压承载能力 ,并与单一的钢管和单一的混凝土承载能力相比较 ,证实了钢管混凝土承载能力“1+ 1>2”
Tested in laboratory,some characteristic of the concrete fil1ed steel tubular bearing axial pressure was researched,the bearing capacity of the component was surveyed,and a conclusion that '1+1>2'was given.
出处
《西南工学院学报》
2002年第2期56-59,共4页
Journal of Southwest China Institute of Technology
关键词
钢管混凝土
轴向受压
承载能力
Concrete fi11ed steel tubular
Axial pressure
Bearing capacity.
