成都双流国际机场T2航站楼空间相贯节点极限承载力研究

邵铁峰; 王伟; 陈以一

doi:10.13204/j.gyjz201208029

成都双流国际机场T2航站楼空间相贯节点极限承载力研究

doi: 10.13204/j.gyjz201208029

邵铁峰¹,
王伟^1,2,
陈以一^1,2

1.
1 同济大学建筑工程系上海 200092;
2.
2 同济大学土木工程防灾国家重点实验室上海 200092

详细信息

作者简介:
邵铁峰，男，1976年出生，博士研究生，讲师。E-mail:shaotf8293624@163.com

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- 被引次数: 0
出版历程
- 收稿日期: 2012-03-20
- 刊出日期: 2012-08-20

ANALYSIS ON ULTIMATE CAPACITY OF SPATIAL CHS TUBULAR JOINTS IN T2 TERMINAL BUILDING OF CHENGDU SHUANGLIU INTERNATIONAL AIRPORT

1.
1. Department of Civil Engineering,Tongji University,Shanghai 200092,China;
2.
2. State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China

摘要

摘要: 以成都双流国际机场T2航站楼建设项目为背景,设计出一套空间自平衡加载装置,对工程中采用的2个复杂相贯节点进行足尺静力加载试验。在设计荷载作用下,节点处于弹性状态;在极限荷载作用下,主管发生明显变形,但节点极限承载力远高于设计荷载,失效模式表现为延性性质。同时,采用ABAQUS有限元分析软件对节点进行弹塑性非线性分析,将试验结果与计算结果进行对比分析,验证有限元模型的正确性;进一步探讨几种主管加劲肋形式对节点极限承载力的影响。研究表明,中心设置一块加劲肋最为有效,既能提高节点极限承载力,又具有较好的经济性和施工便捷性。
- 圆钢管节点 /
- 极限承载力 /
- 试验研究 /
- 有限元 /
- 内加劲板
Abstract: The behavior and ultimate capacity of multi-planar complex tubular joints in the steel roof structure withCHS members used in the T2 Terminal Building of Chengdu Shuangliu International Airport were experimentallyresearched．A special self-equilibrium spatial loading installation was designed．Two specimens with full scale of theirprototypes were tested under monotonic loading．Under the design loads, two specimens were kept in elastic．Underthe limit state, the chord of the two specimens deformed obviously and the failure mode was ductile．The non-linearanalysis of joints was done by ABAQUS．First the validity and the accuracy of the FE model were proved bycomparing with test results．Then, effects of several types of inner-stiffeners on the ultimate capacity and failure modewere investigated．The results indicate that arrangement of one inner-stiffener in center of joint can not only enhancethe ultimate strength and improve the stress state of joints, but also have better economical efficiency and constructionconvenience．
- CHS joints /
- ultimate capacity /
- experimental research /
- FEM analysis /
- inner stiffener

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参考文献(8)

[2] 童乐为,顾敏,陈以一,等.具有内加劲肋的空间多支管的圆管节点性能研究[J].建筑结构,2009(1):69-72.

陈以一,陈扬骥.钢管结构相贯节点的研究现状[J].建筑结构,2002(7):52-55.

[3] 王飞,王伟,陈以一,等.空间圆管内加劲相贯节点静力承载力试验[J].工业建筑,2010,40(6):102-106.

[4] GB500172003钢结构设计规范[S].

[5] 刘展.ABAQUS基础教程与实例详解[J].北京:中国水利水电出版社,2008.

[6] 石亦平,周玉蓉.ABAQUS有限元分析实例详解[M].北京:机械工业出版社,2008.

[7] Lu L H,de Winkel,Yu G D,et al.Deformation Limit for theUltimate Strength of Hollow Section Joints[C]∥Proc.SixthInternational Symposium on Tubular Structures.Melbourne:1994:341-347.

[8] CECS280∶2010钢管结构技术规程[S].

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