摘要
为研究钢结构梁柱翼缘连接焊缝对侧板加强型节点发生断裂可能性的影响,在考虑焊接残余应力的基础上,对指定路径的断裂指标分布规律进行研究,并针对有无考虑焊接残余应力的两种节点所对应的开裂指标进行分析,最终认为梁柱翼缘连接焊缝对导致节点根部发生脆断的可能有一定影响。
In order to define the impact of weld on brittle fracture of side-plate reinforced joint , this paper studied the fracture criterion distribution features along different paths and analyzed rupture index characteristics according to the two models either with or without weld at the flange junctioning residual stress .Based on the above research , the results show that weld at the flange junction of beam and column residual stress has a certain influence on producing brittle fracture at the root of the joint .
出处
《工业建筑》
CSCD
北大核心
2014年第9期150-155,共6页
Industrial Construction
基金
国家自然科学基金项目(51278259)
山东省高等学校科技计划项目(J13LG15)
蓝色经济区工程建设与安全山东省协同创新中心资助项目
关键词
侧板加强型节点
焊缝
焊接残余应力
脆性断裂
side-plate reinforced joint
weld
welding residual stress
brittle fracture
