摘要
介绍了一种连接钢筋混凝土柱和钢牛腿的新型节点——钢套筒节点。对此新型节点的设计方法进行了介绍,并对其进行了有限元模拟。有限元分析结果表明,通过设计,并加以合理的构造措施,可以确保钢套筒节点安全工作,实现钢牛腿和钢筋混凝土柱的有效连接。
A new kind of steel corbel-steel sleeve joint,providing connection between reinforced concrete column and steel corbel was introduced.The design methods of this kind of joint were included.Finite element analysis proved that design and reasonable construction measures could ensure the effective connection and security.
出处
《建筑结构》
CSCD
北大核心
2012年第S1期726-729,共4页
Building Structure
关键词
钢牛腿
钢套筒
栓钉
接触
围压
steel corbel
steel sleeve
stud
contact
confining pressure
