[1]刘秀丽,王 燕,李美红,等.钢结构T 型连接节点受力性能试验研究[J].西安建筑科技大学学报:自然版,2015,47(06):848-853.[doi:10.15986/j.1006-7930.2015.06.016]
 LIU Xiuli,WANG Yan,LI Meihong,et al.Experimental study on the T-stub connections in steel structure[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(06):848-853.[doi:10.15986/j.1006-7930.2015.06.016]
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钢结构T 型连接节点受力性能试验研究()
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西安建筑科技大学学报:自然版[ISSN:1006-7930/CN:61-1295/TU]

卷:
47
期数:
2015年06期
页码:
848-853
栏目:
出版日期:
2016-01-15

文章信息/Info

Title:
Experimental study on the T-stub connections in steel structure
文章编号:
1006-7930(2015)06-0848-06
作者:
刘秀丽王 燕李美红韩明岚
(青岛理工大学土木工程学院,山东 青岛 266033 )
Author(s):
LIU Xiuli WANG Yan LI Meihong HAN Minglan
(School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China)
关键词:
T 型件连接 受力性能 试验研究 高强度螺栓拉力
Keywords:
T-stub connections mechanical behavior experimental study high strength bolts tension
分类号:
TU393.2
DOI:
10.15986/j.1006-7930.2015.06.016
文献标志码:
A
摘要:
对不同构造形式的10个T型连接节点试件进行试验研究,分析了构造变化对T型件连接承载能力及高强度螺栓受力性能的影响.试验结果表明:高强度螺栓拉力存在撬力现象,T型连接表现出典型半刚性特性.T型件翼缘厚度、螺栓直径及螺栓间距等构造因素对连接节点承载能力及高强度螺栓受力产生不同程度的影响,设计中可根据具体情况选择最优的构造形式.研究结果可供工程应用参考.
Abstract:
The paper presents the results of an experimental analysis devoted to the study of the mechanical behavior of high strength bolts and bearing capacity of T-stub connections. Then specimens are characterized by different values of thicknesses of T-flange, diameters of bolts and bolt arrangements, covering the whole range of practical design situation. The results show that the effect of prying force on bolt tension is found in tests, and the T-stub connection is a typical semi-rigid connection. The configuration parameters have different influence on the mechanical behavior of connections, and different constructional design of T-stub connections should be selected according to specific situation. The research conclusions can be used as reference for the engineering application

参考文献/References:

References

[1] 李帼昌, 孙卿, 郭晓龙, 等. T 型钢连接的方钢管柱-H型钢梁半刚性节点滞回性能的有限元分析[J]. 工程力学, 2014, 31(S1): 32-35.

LI Guochang, SUN Qing, GUO Xiaolong, et al. Finite element analysis on hysteretic performance of a T-Stub connected semi-rigid joint between rectangular steel tube column and H-shaped steel beam[J]. Engineering Mechanics, 2014, 31 (S1): 32-35.

[2] 李玉顺, 蒋天元, 单炜, 等. 钢-竹组合梁柱边节点拟静力试验研究[J].工程力学,2013,30(4):241-248.

LI Yushun, JIANG Tianyuan, SHAN wei, et al. Quasi- Static test on steel-bamboo composite beam-column exterior joints [J]. Engineering Mechanics, 2013,30(4): 241-248.

[3] 楼国彪, 李国强, 雷青. 钢结构高强度螺栓端板连接研究现状(I) [J]. 建筑钢结构进展,2006,8(2):8-21.

LOU Guobiao, LI Guoqiang, LEI Qing. Recent developments in the behavior and design of high-strength bolted endplate connections (I) [J]. Progress in Steel Building Structures, 2006, 8(2): 8-21.

[4] JAMES A, Swanson, ROBERTO T. Leon. Stiffness modeling of bolted T-stub connection components[J]. Journal of structural engineering, 2001, 127(5):498-505.

[5] PILUSO V. Faella C. Rizzano G. Ulitimate Behavior of Bolted T-Stubs. I: Model Validation [J].Journal of Structural of Structural Engineering, ASCE, 2001, 127(6): 686~693.

[6] PILUSO V, FAELLA C, RIZZANO G. Ulitimate Behavior of Bolted T-Stubs.II: Model Validation[J]. Journal of Structural of Structural Engineering, ASCE, 2001, 127(6): 694~704.

[7] 刘秀丽, 王燕.外伸端板高强度螺栓抗拉连接设计方法研究[J].建筑钢结构进展,2013,15(1):29-36.

LIU Xiuli, WANG Yan. Study on the design method of high strength bolts of extended end-plate tensile connections[ J]. Progress in Steel Building Structures, 2013, 15(1): 29-36.

[8] 刘秀丽, 王燕. 外伸端板连接节点撬力分布研究[J].建筑钢结构进展,2014,16(4):29-38.

LIU Xiuli, WANG Yan. Analysis on prying force distribution of extended end plate with bolted connections[J]. Progress in Steel Building Structures, 2014, 16(4): 29-38.

[9] 陈绍蕃. 论高强度螺栓连接的分类和抗拉连接的计算[J].建筑钢结构进展,2014,16(3):1-6.

CHEN Shaofan. On the classification of high-strength bolt connections and the calculation of connections subjected to tension[J]. Progress in Steel Building Structures, 2014, 16(3): 1-6.

[10] 赵伟, 童根树. 外伸端板加劲肋试验和有限元研究[J].土木工程学报,2008,41(8):22-30.

ZHAO wei, TONG genshu. Test and finite element analysis of end-plate stiffeners for extendedend-plate connections[ J]. China Civil Engineering Journal, 2008, 41(8): 22-30.

[11] 李美红, 王燕, 刘秀丽. 钢结构梁柱T 型连接节点的力学性能分析[J]. 钢结构,2015,30(4):54-60.

LI meihong, WANG yan, LIU xiuli. Finite element analysis on mechanical properties of beam-to-column T connections of steel structure[J]. Steel Construction, 2015,30(4):54-60.

备注/Memo

备注/Memo:
收稿日期:2015-07-01 修改稿日期:2015-12-10
基金项目:国家自然科学基金项目(51278259,51508290);青岛市博士后研究人员应用研究资助项目
作者简介:刘秀丽(1978-),女,博士,讲师.主要从事钢结构设计理论及工程应用方面研究.E-mail:lxl46@126.com
更新日期/Last Update: 2016-01-29