插入式钢次梁节点试验与有限元分析  

Experiment and FEM Analysis on the Joint of Inserted Steel Beam

作　　者：余江滔[1] 廖杰洪[1] 陆洲导[1] 周运瑜 

机构地区：[1]同济大学结构工程与防灾研究所,上海200092 [2]上海万科房地产有限公司,上海200092

出　　处：《土木建筑与环境工程》2012年第6期13-18,共6页Journal of Civil,Architectural & Environment Engineering

基　　金：国家自然科学基金(51008235);国家重点试验室基金(SLDRCE09-D-02);国家科技支撑计划课题(2009BAJ28B00)

摘　　要：近年火力发电厂引入了1种新的钢混凝土组合结构,即型钢直接插入混凝土主梁作为次梁承担荷载。根据某实际工程,采取1∶2缩尺模型,设计2组4个节点,对600mm和900mm不同混凝土梁高,有无锚筋情况进行试验研究。研究表明:该节点形式下钢梁端部的最大约束弯矩约为60kN.m;锚筋对结构无明显影响;当梁高较小时混凝土主梁发生剪切破坏,当梁高较高时,钢次梁发生受弯破坏。对该结构进行有限元参数分析,结果表明:混凝土主梁高700mm为2种破坏临界值;抗剪键刚度、楼板厚度对结构承载力有明显影响;锚筋尺寸对结构影响不大;插入端部翼缘宽度对结构有一定影响,但规律不明显。A new composite structure which is composed of steel beam and concrete girder is introduced in fuel electric plant construction. With different height of concrete girders with or without anchor bar, two scale models from an actual project were designed and tested. It is shown that the maximum restraining moment of ends of steel beams is approximately 60kN m; influence of anchor bar is little; the one with 600mm high concrete beam is damaged by shear, and the other＇s steel beam is damaged by bending failure. Finite element models were built for supplementary analysis, and the result indicates that critical value of the height of concrete beam of different failure modes is 700mm; stiffness of shear key and thickness of floor have great influence on the structure; size of anchor bar has little influence; and width of the end of the steel beam has certain influence.

关 键 词：插入式节点 混凝土 钢梁 有限元 力学性能 

分 类 号：TU317.1[建筑科学—结构工程]