摘要
采用ANSYS有限元分析软件,比较分析翼缘加强型狗骨式节点、狗骨式节点、扩翼式节点和普通刚性节点4种模型在单调荷载作用下关键部位的应力分布情况.结果表明:翼缘加强型狗骨式节点和狗骨式节点塑性铰外移效果显著,而且不需加大柱的截面;而翼缘加强型狗骨式节点与狗骨式节点相比较可知,由于梁翼缘截面的扩大有效地减小了焊接接头的应力值,梁端焊缝负担得到缓解.
On analysis of stress distribution of key locations under monotonic loading about four joints, the flange reinforced dog-bone joints, dog-bone joints, wide flange joints and ordinary moment joints are compared through ANSYS FEA software. The results expose that the effect of shift-away of plastic hinge is significant in the flange reinforced dog-bone joints and dog-bone joints, and it doesn＇t need to increase the cross-section of column. For the flange reinforced dog-bone joint is compared with the dog-bone joint, it is proved that the expansion of flange of beam can effectively reduce the stress value in welded connection, and alleviate the burden of welds in beam end.
出处
《青岛理工大学学报》
CAS
2013年第4期34-39,共6页
Journal of Qingdao University of Technology
