摘要
在用试验验证有限元计算精度的基础上 ,对钢框架梁柱栓焊节点的滞回性能进行了有限元分析 ,得到了连接处梁端截面应力分布 ,揭示了梁翼缘发生脆断的原因 ,指出了现行规范设计方法的不足之处及对此问题的展望。
By contrast of the results of experiment and the finite element models,after analysing on the results of the finite element models of web-bolted and flange-welded beam-column connections in steel frames,this article gets the distribution of stress in section of beam near the connection and the reasons of fracture of rigid beam-column connections that are designed based on the current specifications.At last,the authors point out the errors in current specifications and the future work about this problem.
出处
《建筑结构》
CSCD
北大核心
2002年第9期7-10,39,共5页
Building Structure
基金
国家自然科学基金资助项目 ( 5 99780 41)
关键词
钢框架
梁柱
节点
对接焊缝
有限元模型
steel frames
beam-column connections
butt welding
finite element model
