摘要
为了研究用于混凝土墙体与钢梁之间铰接连接的穿筋预埋件性能,根据实际受力情况,采用4个大尺寸试件,分别对预埋件在无轴拉力和有轴拉力的情况下进行了受单向弯剪作用和反复循环弯剪作用的试验,讨论了预埋件的受力变形过程与特点、破坏机理、极限承载力等,并对该类预埋件的设计提出了建议.
An experimental research program was conducted to study the behavior of the sandwich-like embedded anchor composed of bars and steel plates in both sides and used for connecting the concrete wall with the steel beam. 4 large-sized specimens were tested in such loading conditions that the anchors were subjected to flexure and shear in one direction or under cyclic loads, with or without axial tension, respectively, from which its load-deformation investigated and some suggestions for its design relationship, failure mechanism, capacities, etc., were were recommended.
出处
《北京工业大学学报》
EI
CAS
CSCD
北大核心
2008年第5期487-491,共5页
Journal of Beijing University of Technology
基金
北京市教委科技发展重点项目(KZ200410005003)．
关键词
节点
组合结构
混凝土结构
锚固
joints
composite structures
concrete construction
anchorages
