|本期目录/Table of Contents|

[1]曹宝珠,周绪红,刘永健.钢管混凝土桁架新型节点试验研究[J].建筑科学与工程学报,2006,23(01):45-48.
　CAO Bao-zhu,ZHOU Xu-hong,LIU Yong-jian.Experimental Research on New Joints of Concrete-Filled Steel Tube Truss[J].Journal of Architecture and Civil Engineering,2006,23(01):45-48.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
23卷
期数:
2006年01期
页码:
45-48
栏目:
出版日期:
2006-03-20

文章信息/Info

Title:
Experimental Research on New Joints of Concrete-Filled Steel Tube Truss
作者:
曹宝珠1,2,周绪红1,刘永健3
1. 长安大学 建筑工程学院,陕西 西安 710061; 2. 吉林建筑工程学院 土木工程系,吉林 长春 130021; 3. 长安大学 公路学院,陕西 西安 710064
Author(s):
CAO Bao-zhu1,2, ZHOU Xu-hong1, LIU Yong-jian3
1. School of Architectural Engineering, Chang'an University, Xi'an 710061, Shaanxi, China; 2. Department of Civil Engineering, Jilin Architectural and Civil Engineering Institute, Changchun, 130021, Jilin, China; 3. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China
关键词:
节点板式节点;  空钢管;  承载力;  局部屈曲性能;  钢管混凝土桁架
Keywords:
gusset plate joint;  hollow steel tube;  bearing capacity;  local buckling performance;  concrete-filled steel tube truss
分类号:
TU528.59
DOI:
-
文献标志码:
A
摘要:
对6个圆形钢管节点板式节点和6个钢管混凝土节点板式节点进行了对比试验研究。试验结果表明:空钢管试件在达到极限荷载时,节点板下空钢管发生严重局部屈曲而丧失承载力; 钢管混凝土节点则在节点板下只发生轻微局部屈曲现象,具有较高的承载力。相比之下,钢管混凝土的承载力明显高于空钢管的承载力,并具有更好的延性性能。在钢管混凝土桁架中采用节点板式节点可比相贯节点更加方便、可靠。
Abstract:
Comparison experimental research on the ultimate strength of gusset plate joints of hollow steel tubes(HST)and concrete-filled steel tubes(CFST)were carried out in 12 specimens. The joints of steel tube with and without concrete infilling were compared. The static test results indicate that the load on gusset plate can be transferred to concrete composite column members, as long as the strength of welding that connects gusset plate and steel tube is enough. The bearing capacity and local buckling performances of CFST joints with gusset plate are much better than those of HST. This type of CFST joint can be used in composite truss systems and be more convenient than traditional connections.

参考文献/References:

[1] 钟善桐.钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1994. ZHONG Shan-tong.Concrete Filled Steel Tube Structure[M].Harbin:Heilongjiang Science and Technology Press,1994.
[2]WILLIAMS G C,RICHARD R M.Analysis and Design of Large Diagonal Bracing Connections[J].Structural Engineering,1996,8(1):1-27.
[3]YAM M C,CHENG J J R.Behavior and Design of Gusset Plate Connections in Compression[J].Journal of Constructional Steel Research,2002,58(2):1 143-1 159.
[4]SHENG N,YAM C H,LU V P.Analysis Investigation and the Design of the Compressive of Steel Gusset Plate Connections[J].Journal of Constructional Steel Research,2002,58(2):1 473-1 493.
[5]WALBRIDGE S S,GRONDIN G Y,CHENG J J R.An Analysis of the Cycle Behaviour of Steel Gusset Plate Connections[J].Journal of Constructional Steel Research,1998,46(1):449-450.
[6]BLUMEL S,FONTANA M.Load-Bearing and Deformation Behaviour of Truss Joints Using Thin-Walled Pentagon Cross-Sections[J].Thin-Walled Structures,2004,42(2):295-307.

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备注/Memo

备注/Memo:
收稿日期:2006-01-23
基金项目:陕西省自然科学基础研究计划项目(2005E215); 吉林省教育厅科研计划项目(2003056)
作者简介:曹宝珠(1970-),男,黑龙江牡丹江人,吉林建筑工程学院副教授,工学博士,博士后,E-mail:caobaozhu.e@163.com。
更新日期/Last Update: 2006-03-20