- 摘 要
-
郭 勇 孙炳楠 郭 健 (浙江大学土木系 杭州 310027)叶 尹 应建国 (浙江省电力设计院 杭州 310000)
[提要] 通过对足尺模型试验数据和有限元模型计算数据的分析,利用应力集中系数的方法对使用节点板连接的K型钢管节点的局部应力进行了研究,并拟合了应力集中系数的计算公式。该公式可以直接应用于K型
钢管节点的局部应力设计。
[关键词] 节点板连接 K型节点 基准应力 峰值应力 应力集中系数Through the data analysis of full-size models and FEM models,research about the stress concentrations in K-joints of tube-gusset plate connections has been done with the method of stress concentration factor. And the regression equation that can be directly used in the process of design is educed.
Keywords: tube-gusset plate connections; K-joints; stress concentration factor参 考 文 献
1.赵熙元,柴昶,武人岱.建筑钢结构设计手册.冶金工业出版社,1995.
2.陈铁云,陈伯真,弹性薄壳力学. 华中工学院出版社,1993
3.西田正孝著,李安定,郭廷玮等译. 应力集中. 机械工业出版社,1986.
4. Karamanos S A, Romeijn A, Wardenier J.Stre.ss concentrations in tubular gap K-joints: mechamcs and fatigue design. Engineering Structures,2000,(22).
5. Kim W B. Ultimate strength of tube-gusset plate connections considering eccentricity. Engineering Structures, 2001,( 23)