平端板连接半刚性梁柱组合节点的抗弯承载力Ⅱ:正弯矩作用  

Moment capacity of semi-rigid composite beam-column joints with flush end plate connections:Ⅱ. under positive moment

作　　者：石文龙[1] 李国强[2] 

机构地区：[1]上海大学,上海200444 [2]同济大学,上海200092

出　　处：《土木工程学报》2007年第9期30-35,共6页China Civil Engineering Journal

基　　金：国家杰出青年基金(50225825);土木工程防灾国家重点试验室开放课题资助项目

摘　　要：基于现有试验数据以及组合节点抗弯承载力的研究成果,利用塑性分析方法和组件法,提出一种平端板连接组合节点承受正弯矩作用时,其塑性抗弯承载力的计算方法。探讨组合节点的实效模式,给出其各组件承载力的计算方法,组件包括螺栓、柱腹板、梁翼缘、混凝土楼板等。考虑中和轴出现的5种位置:混凝土楼板内;钢梁上翼缘内;钢梁腹板内,所有螺栓受拉;前m-1排螺栓受拉,第m排部分受拉,其余受压;1～m排完全受拉。该方法可以考虑节点承受非对称荷载作用的情况以及作用在连接上的剪力、高强度螺栓撬力等因素的影响。如果不考虑组合楼板的影响,使用该方法同样可以计算平端板连接梁柱纯钢节点在承受正弯矩作用时的抗弯承载力。Based on the experimental results, a method has been developed for predicting the moment capacities of flush end-plate composite connections under negative moment, by using plastic analysis method and component method. Possible failure of the composite connections and resistance of the components are provided. Five locations of plastic natural axis are considered when determining the connection moment capacity, including： plastic natural axis in slab, in the upper flange of the steel beam, in the beam web and all the bolt rows are in the tension zone, bolt rows up to （m-1） are fully in tension and bolt row m is partially in tension with other bolt rows being in compression, and bolt rows 1 to m are fully in tension. The effects of non-symmetrical moments, shears on the connections and prying forces of high-strength bolts are taken into account. If the effect of the composite slab is not considered, then the moment capacity of bare steel connections can also be predicted by using this method.

关 键 词：平端板连接 组合节点 组件法 抗弯承载力 正弯矩 

分 类 号：TU398[建筑科学—结构工程]