摘要
本文通过试验研究X型方钢管混凝土受压节点的破坏形态和破坏过程 ,分析了节点承载力和初始刚度的主要影响因素。试验结果说明 ,随着节点支管宽度与主管宽度的比值的增加 ,X型方钢管混凝土受压节点的承载力和刚度都有明显的提高 ;随着节点主管内部混凝土填充长度的增加 。
Based on the experimentation of nine concrete\|filled square steel tubular (CSST) compression\|loaded X\|connections,the failure model and process of CSST compression\|loaded X\|connections are investigated,and main factors that affect bearing capacity and initial stiffness of CFST compression\|loaded X\|connection are analyzed.The results of experimentation show that the bearing capacity of CSST compression\|loaded X\|connection can be increased as ratio of web to chord width ( b ) or lengths of concrete ( L c) are risen,and the initial stiffness of such connections is enhanced as ratio of web to chord width is risen. \[
出处
《建筑技术开发》
2002年第6期5-7,共3页
Building Technology Development
基金
湖南省自然科学基金资助项目 (98JJY2 0 42 )
关键词
X型方钢管混凝土
受压节点
试验
承载力
Concrete\|filled steel tubular connections
Bearing capacity
Test research
