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T形矩管节点不同强化方式的力学性能研究
引用本文:赵雅娜,余志祥,赵世春.T形矩管节点不同强化方式的力学性能研究[J].四川建筑科学研究,2011,37(6):30-34.
作者姓名:赵雅娜  余志祥  赵世春
作者单位:西南交通大学土木工程学院,四川成都,610031
基金项目:中央高校科研基金资助项目(2010-2012)
摘    要:研究了矩管钢管桁架T形强化节点的基本受力特征和性能差异,借助大型通用有限元程序ADINA,建立了无强化与4种不同的强化方式共5组不同构造参数的T形连接节点数值模型,结合节点实际受力状况分别考虑单向轴力、单轴拉压作用以及拉压轴力与水平干扰力组合作用三种工况,进行了极限承载力和滞回性能的数值分析计算,得出外套管强化节点具有相对较好的综合力学性能,可为类似工程节点强化构造设计以及后续矩管桁架强化节点试验研究提供参考.

关 键 词:矩管桁架  T形节点  加强构造  数值分析

The research of mechanical properties of reinforced T-type RHS Joints
ZHAO Yana , YU Zhixiang , ZHAO Shichun.The research of mechanical properties of reinforced T-type RHS Joints[J].Building Science Research of Sichuan,2011,37(6):30-34.
Authors:ZHAO Yana  YU Zhixiang  ZHAO Shichun
Affiliation:ZHAO Yana,YU Zhixiang,ZHAO Shichun(College of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)
Abstract:The document studies the basic mechanical and procedures mechanical properties of different reinforced T-type RHS Joints by using the finite element software ADINA.Five finite element models,one non-strengthen and four different reinforced models included,are built.Set up three work conditions based on the real working status to research the ultimate bearing capacities and the hysteretic behaviors of these joints.It is found that the external casting strengthen model has a relatively good mechanical property,which would provide a reference for similar structure design and future experiment and research of RHS Joints.
Keywords:steel rectangular hollow section(RHS)  T joint  strengthen construction  numerical simulati
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