结构工程师Issue(3)：75-80,6.
型钢混凝土立柱与斜柱汇交节点有限元分析
FEM Analysis of Steel Reinforced Concrete Columns and Inclined Column Intersection Joints
谢移爱 1徐其功 1郑美如1
作者信息
- 1. 广东省建科建筑设计院，广州 510640
- 折叠
摘要
Abstract
In this paper,steel reinforced concrete joints in the guang dong college library structure were ana-lyzed by using ABAQUS.In order to simulate the actual working condition of joints,the plastic damage model was used.With the introduction of the proper material constitutive and damage factor,finite element models were established.Concrete stress,steel bar stress,steel tube stress under design loads were obtained.Ac-cording to the load-displacement curve,the yield load and the ultimate bearing capacity were also identified. The safety of this type joints was proved and the strong joint performance goal was realized.关键词
型钢混凝土/汇交柱节点/承载力/有限元分析Key words
steel reinforced concrete/intersection column joints/bearing capacity/finite element analysis引用本文复制引用
谢移爱,徐其功,郑美如..型钢混凝土立柱与斜柱汇交节点有限元分析[J].结构工程师,2014,(3):75-80,6.
