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TX型方钢管相贯节点X支管平面内抗弯刚度分析
引用本文:张婷婷,夏军武,陈婷,王秋芬.TX型方钢管相贯节点X支管平面内抗弯刚度分析[J].徐州建筑职业技术学院学报,2012,12(1):5-9.
作者姓名:张婷婷  夏军武  陈婷  王秋芬
作者单位:中国矿业大学力学与建筑工程学院,江苏徐州221008/江苏省土木工程环境灾变与结构可靠性重点实验室,江苏徐州221008
基金项目:国家自然科学基金资助项目(50774081)
摘    要:为了分析TX型方钢管相贯节点在复杂边界条件下X支管平面内抗弯刚度的影响,以相贯节点足尺试验为基础,采用量纲分析得到影响相贯节点抗弯刚度的主要无量纲参数,利用有限元软件分析X支管平面内抗弯刚度受主要无量纲参数的影响,并展开研究.试验表明:主管的轴向拉力可以略微提高X支管平面内抗弯刚度.通过分析几何因素对抗弯刚度的影响,结果表明:X支管平面内抗弯刚度主要取决于X支管与主管的宽度比和宽厚比.

关 键 词:TX型相贯节点  平面内抗弯刚度  足尺试验  量纲分析  有限元分析

Analysis on In-plane Bending Stiffness of X Branch Pipe of TX-type Square Steel Tubular Joint
ZHANG Ting-ting,XIA Jun-wu,CHEN Ting,WANG Qiu-fen.Analysis on In-plane Bending Stiffness of X Branch Pipe of TX-type Square Steel Tubular Joint[J].Journal of XUZHOU Institute of Architectural Technology,2012,12(1):5-9.
Authors:ZHANG Ting-ting  XIA Jun-wu  CHEN Ting  WANG Qiu-fen
Affiliation:1.School of Architecture and Civil Engineering,China University of Mining and Technology,Xuzhou,Jiangsu 221008,China;2.Jiangsu Key Laboratory of Environment Impact and Structural Safety in Engineering,Xuzhou,Jiangsu,221008,China)
Abstract:In order to analyze the influence of in-plane bending stiffness of X branch pipe under complex boundary of spatial TX-type square steel tubular joint,we got dimensionless parameters which influence bending stiffness of tubular joint through dimensional analysis based on full-scale test of tubular joint.Meanwhile,we analyzed and studied main dimensionless parameters' influence on in-plane bending stiffness of X branch pipe using finite element software.The test shows that axial tension of the main tubular can slightly improve in-plane bending stiffness of X branch pipe.Through the analysis of geometrical factors' influence on bending stiffness,the result shows that in-plane bending stiffness of X branch pipe mainly depends on the width ratio of X branch to main tubular and width-thickness ratio of the main tubular.
Keywords:TX-type tubular joint  in-plane bending stiffness  full-scale test  dimensional analysis  finite element analysis
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