具有内加劲肋的空间多支管的圆管节点性能研究  

Behavior of multiplanar circular hollow section joints with internal stiffeners

作　　者：童乐为[1] 顾敏[1] 陈以一[1] 孙建东[1] 陈扬骥[1] 林颖儒[2] 林高[2] 

机构地区：[1]同济大学土木工程学院,上海200092 [2]上海建筑设计研究院有限公司,上海200041

出　　处：《建筑结构》2009年第1期69-72,117,共5页Building Structure

摘　　要：以上海旗忠网球中心可开闭屋盖的关键节点为工程背景,对主管内部具有加劲肋的空间多支管的焊接节点性能进行了试验研究和数值分析。探讨了复杂管节点试验的加载方法,描述了节点的塑性应变、破坏形式和机理以及加劲肋的构造效应。节点具有较高的承载力,主管内加劲肋的设置有效提高了节点刚度和强度,改变了节点破坏的形式。增加加劲肋的数量或者厚度有助于增强节点强度,但合理安排加劲肋的位置比增加数量更为重要,随着加劲肋数量增多,厚度的作用减弱。Static behavior of welded multiplanar circular hollow section joints with stiffeners inside the chord member was investigatd experimentally and numerically, based on the key connection in the moveable roof structures of Shanghai Qizhong Tennis Center. The methodology of experimental loading on the complicated tubular joint was discussed. Plastic strain, failure mode, mechanism and effects of internal stiffeners were described. It is concluded that the joint has higher bearing capacity. Stiffeners arranged inside the chord enhance both rigidity and strength of the joint as well as change its failure mode. Increasing the number or the thickness of the stiffeners is helpful for strength of the joint, but arranging reasonably the locations of the stiffeners is more important than increasing the number of the stiffeners and the effect of thickness of the stiffeners becomes slighter with the increment of the stiffeners.

关 键 词：复杂管节点 内加劲肋 连接性能 模型试验 有限元分析 

分 类 号：TU391[建筑科学—结构工程] TS118[轻工技术与工程—纺织材料与纺织品设计]