[1]杨应华,李 浩.方钢管柱-H型钢梁内加劲式节点静力性能研究[J].西安建筑科技大学学报(自然科学版),2017,49(01):14-21,28.
　YANG Yinghua,LI Hao.Study on the static performance of H-beam to square tubular column connections with internal stiffening[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2017,49(01):14-21,28.
点击复制

方钢管柱-H型钢梁内加劲式节点静力性能研究()
分享到：

西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
49
期数:
2017年01期
页码:
14-21,28
栏目:
出版日期:
2017-03-03

文章信息/Info

Title:
Study on the static performance of H-beam to square tubular column connections with internal stiffening
文章编号:
1006-7930(2017)01-0014-08
作者:
杨应华; 李 浩
(西安建筑科技大学土木工程学院,陕西 西安 710055 )
Author(s):
YANG Yinghua;  LI Hao
(School of Civil Engineering Xi’an Univ. of Arch. & Tech. Xian 710055China)
关键词:
内加劲式节点; 方钢管柱; 对拉螺栓; 静载作用; 非线性有限元分析
Keywords:
internal stiffened connection;  SHS column;  through-bolt;  static load;  nonlinear finite element analysis
分类号:
TU391
文献标志码:
A
摘要:
文中提出一种新型方钢管柱—H型钢梁节点，采用T型钢通过高强螺栓将内置加劲部件的方钢管柱与H型钢梁连接．利用ABAQUS建立该节点有限元分析模型，通过对8个系列共29个节点的有限元分析，探讨了各类组件对节点性能的影响．结果表明：此节点为半刚性节点，具有良好延性；对拉螺栓间距、T型钢翼缘厚度等因素对节点静力性能影响较大；为此新节点在工程中的应用，提出了相关建议．
Abstract:
In this paper, a new type of connection between steel beams and square steel tube column s is put forward, i.e. SHS column and H-beam joint using high-strength bolted T-stubs and inner stiffeners. The finite element model of the connection is established using the general-purpose finite element software ABAQUS. A total of 29 connections in 8 series are analyzed, and the effects of connection components on the connection behavior are discussed. The results show that the connection is semi-rigid. The thickness of flange of the T-stub and the vertical spacing of through-bolts greatly influence the behavior of the connections . Some relevant suggestions for the connections in engineering application are raised

参考文献/References:

[1] Kanatani H, Tabuchi M, Kamba T, Hsiaolien J, Ishikawa M. A study on concrete filled RHS column to H-beam connections fabricated with HT bolts in rigid frames[C]. Composite Construction in Steel and Concrete,ASCE, 1987:614-35.

[2] Ricles JM, Peng SW, Lu LW.Seismic Behavior of Composite Concrete Filled Steel Tube Column-Wide Flange Beam Moment Connections[J].ASCE.2004.

[3] 日本钢结构协会. 钢结构技术总览[M]. 陈以一，傅功义，译. 北京: 中国建筑工业出版社, 2004.

Steel Structure Institute of Japan. Pandect of steel structure technique [M]. Translated by Chen Yiyi, Fu Gongyi. Beijing: China Architecture and Building Press, 2004.

[4] Wu LY, Chung LL, Tsai SF, Shen TJ, Huang GL.Seismic behavior of bolted beam-to-column connections for concrete filled steel tube[J].Journal of constructional steel research.2005,61(10):1387-410.

[5] 王先铁, 郝际平, 潘阳, 任青青, 周观根.方钢管混凝土柱穿心高强螺栓-端板节点性能研究[J].工业建筑.2008(03):23-6.

WANG Xiantie, H AO Jiping, P AN Yang, et al. Behavior research of through high strength bolts-end plate connection for concrete filled square steel tube column [J]. Industrial Construction. 2008(03): 23-6.

[6] 李黎明, 陈以一, 李宁, 蔡玉春.外套管式冷弯方钢管与H型钢梁连接节点的抗震性能[J].吉林大学学报(工学版).2010(01):67-71.

LI Liming, C HEN Yiyi, L I Ning, et al. Seismic performance of outer-shell connection of cold-formed square tubular column H-shaped steel beam [J]. Journal of Jilin University (Engineering and Technology Edition).2010(01): 67-71.

[7] 杜志群, 黄炳生, 潘运成.套管加强式半刚性节点性能研究[J].江苏建筑.2010(06):19-21+33.

DU Zhiqun, H UANG Bingsheng, P AN Yuncheng. Analysis of semi-rigid connection with enhanced tube [J]. Jiangsu Construction. 2010(06): 19-21+33.

[8] 杨晓杰, 张龙, 李国强, 刘玉姝, 陆烨, 孙建运.矩形钢管柱与H形梁端板对拉螺栓连接滞回性能研究[J].建筑钢结构进展.2013(04):16-23.

YANG Xiaojie, Z HANG Long, L I Guoqiang, et al. Hysteretic performance of end plate connections between rectangular hollow section columns and H-shaped beams using through-bolts [J]. Progress in Steel Building Structures. 2013(04): 16-23.

[9] 李帼昌, 孙卿, 郭晓龙, 范宗帅.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(S1):32-5.

LI Guochang, S UN Qing, G UO 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(S1): 32-5.

[10] 郭琨, 何明胜, 田振山.新型全螺栓连接承载力的试验研究及性能分析[J].石河子大学学报(自然科学版).2014(04):504-10.

GUO Kun, H E Mingsheng, T IAN Zhengshan. Study on bearing capacity test and performance of the new bolt connection [J]. Journal of Shihezi University(Natutal Science). 2014(04): 504-10.

[11] 李浩. 方钢管柱-H型钢梁内加劲式节点性能研究[D]:[硕士].西安:西安建筑科技大学,2016.

LI Hao. Study on the Performance of H-beam to Square Tubular C olumn Connections with Internal Stiffening [D]: [Master thesis]. Xi An: Xi’an University of Architecture and Technology, 2016.

[12] 于洪平. T型钢连接的方钢管柱—工字钢梁节点性能研究[D]:[硕士].沈阳:沈阳建筑大学,2013.

YU Hongping. Performance Study on T-stub Connected Joint between Square Tubular Column and I-Shaped Steel Beam [D]: [Master]. Shen Yang: Shenyang Jianzhu University, 2013.

[13] 王新武, 李捍无, 蒋沧如, 彭少民.剖分T型钢梁柱连接的滞回性能试验研究[J].华中科技大学学报(城市科学版).2003(02):47-9+60.

WANG Xinwu, L I Hanwu, J IANG Cangru, et al. Experimental research on hysteretic behavior of the slit T steel connections [J]. Journal of HuaZhong University of Science and Technology (Urban Sicence Edition). 2003(02): 47-9+60.

[14] 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,2011.304p.

SHI Yiping, Z HOU Yurong. ABAQUS finite element analysis example explanation [M]. Beijing: Machinery Industry Press, 2011.304p.

[15] 中华人民共和国建设部. 钢结构设计规范：GB50017[S].北京:中国计划出版社,2003.

Ministry of Construction of the P. R. C. Code for design of steel structures ：GB50017[S]. Beijing: China Planning Press, 2003.

[16] 黄海棠. T型钢梁柱半刚性连接节点在静载作用下的极限承载性能研究[D]:[硕士]. 南宁: 广西大学, 2012.

HUANG Haitang. Research on the Ultimate Strength of Steel Beam-to-Column T-sub Semi-rigid Connections under Static Load [D]:[Master]. Nan Ning: Guangxi University, 2012.

[17] 付涛, 易慨.梁柱T型钢连接节点有限元分析[J].交通科学与工程.2011(03):41-7.

FU Tao, Y I Kai. Finite element analysis of T-stub connections of beam-to-column [J]. Journal of Transport Science and Engineering. 2011(03): 41-7.

[18] CEN:ENV1993-1-1.Eurocode 3: Design of steel structures - Parts 1-8: Design of joints[S]. CEN, Brussels: European Committee for Standardization, 2005.

备注/Memo

备注/Memo:
基金项目：陕西省建设科技计划项目（2016-K83）
收稿日期：2015-12-23 修改稿日期：2017-01-03
作者简介：杨应华（1965－），男，博士生导师，教授，主要从事钢结构方向研究．E-mail: yhyang@xauat.edu.cn
更新日期/Last Update: 2017-03-16