|Table of Contents|

Pull-out Experiment on Shear Connector in Embedded Composite Beams with Notched Web(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2009年01期
Page:
43-48
Research Field:
Publishing date:
2009-03-20

Info

Title:
Pull-out Experiment on Shear Connector in Embedded Composite Beams with Notched Web
Author(s):
LI Xian-hui1;  LI Guo-qiang1; 2
1. School of Civil Engineering, Tongji University, Shanghai 200092, China; 2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Keywords:
embedded composite beam with notched web;  shear connector;  bearing capacity;  pull-out test;  reinforcement ratio
PACS:
TU375.4
DOI:
-
Abstract:
In order to study the characteristics of resisting lift of the shear connector in embedded composite beams with notched web, 6 pull-out specimens were designed to be tested considering different effect factors. The test phenomena were observed and the pull-out forces and displacement relation curves were gained. The mechanic model of the steel plate connector was established based on the pull-out forces. Meanwhile, the influences of thickness of the web, the diameter of transverse rebar and transverse reinforcement ratio were analyzed. It was discussed whether embedded composite beams with notched web could be satisfied with this connector, considering the shear capacity of this kind of connector; structure requirements of the shear connector in embedded composite beams were concluded with the reference of the requirements of the headed shear studs in Code for Design of Steel Structures (GB 50017—2003). The results show that this kind of shear connector has a good characteristics of resisting lift in embedded composite beams.

References:

[1] 聂建国,樊健生.广义组合结构及其发展展望[J].建筑结构学报,2006,27(6):1-8. NIE Jian-guo,FAN Jian-sheng.The Development and Prospect of Generalized Composite Structures[J].Journal of Building Structures,2006,27(6):1-8.
[2]委 旭,史庆轩.钢筋混凝土双肢剪力墙非线性静力有限元分析[J].建筑科学与工程学报,2008,25(4):53-57. WEI Xu,SHI Qing-xuan.Nonlinear Static Finite Element Analysis of Reinforced Concrete Coupled Shear Walls[J].Journal of Architecture and Civil Engineering,2008,25(4):53-57.
[3]张 阳,邵旭东,王皓磊,等.大悬臂钢-混凝土组合脊骨梁的剪力滞效应[J].中国公路学报,2008,21(3):57-63. ZHANG Yang,SHAO Xu-dong,WANG Hao-lei,et al.Shear Lag Effects in Steel-concrete Composite Spine Girder with Long Cantilevered Flanges[J].China Journal of Highway and Transport,2008,21(3):57-63.
[4]张清华,李 乔,唐 亮.桥塔钢-混凝土结合段剪力键破坏机理及极限承载力[J].中国公路学报,2007,20(1):85-90. ZHANG Qing-hua,LI Qiao,TANG Liang.Fracture Mechanism and Ultimate Carrying Capacity of Shear Connectors Applied for Steel-concrete Joint Segment of Bridge Pylon[J].China Journal of Highway and Transport,2007,20(1):85-90.
[5]曹国辉,方 志.钢筋混凝土连续宽箱梁受力性能试验[J].中国公路学报,2006,19(5):46-52. CAO Guo-hui,FANG Zhi.Mechanical Behaviors Test of RC Continuous Box Girder with Wide Flange[J].China Journal of Highway and Transport,2006,19(5):46-52.
[6]聂建国,秦 凯,张桂标.方钢管混凝土柱内隔板式节点的抗弯承载力研究[J].建筑科学与工程学报,2005,22(1):42-49. NIE Jian-guo,QIN Kai,ZHANG Gui-biao.Experimental Research and Theoretical Analysis on Flexural Capacity of Connections for Concrete-filled Steel Square Tubular Columns with Inner Diaphragms[J].Journal of Architecture and Civil Engineering,2005,22(1):42-49.
[7]王毅红,傅鹏斌,毛元平.芯钢管连接的钢管混凝土节点偏压承载力[J].长安大学学报:自然科学版,2006,26(2):61-64. WANG Yi-hong,FU Peng-bin,MAO Yuan-ping.Bearing Capacity of Joint with Core Steel Tube in Concrete Filled Steel Tubular Under Eccentrically Load[J].Journal of Chang'an University:Natural Science Edition,2006,26(2):61-64.
[8]张 玥,胡兆同,贾润中.钢筋混凝土连续弯箱梁桥的温度梯度[J].长安大学学报:自然科学版,2006,26(4):58-62. ZHANG Yue,HU Zhao-tong,JIA Run-zhong.Temperature Gradient of RC Continuous Curved Box Girder Bridge[J].Journal of Chang'an University:Natural Science Edition,2006,26(4):58-62.
[9]刘永健,刘君平,郭永平,等.钢管混凝土界面粘结滑移性能[J].长安大学学报:自然科学版,2007,27(2):53-57. LIU Yong-jian,LIU Jun-ping,GUO Yong-ping,et al.Bond-slip Mechanics Behaviors of Structures Concrete Filled Steel Tubes[J].Journal of Chang'an Univer-sity:Natural Science Edition,2007,27(2):53-57.
[10]蒋丽忠,汤裕坤.钢-混凝土组合框架柱的稳定设计方法[J].建筑科学与工程学报,2008,25(3):12-16. JIANG Li-zhong,TANG Yu-kun.Stability Design Method of Steel-concrete Composite Frame Columns[J].Journal of Architecture and Civil Engineering,2008,25(3):12-16.
[11]李国强,刘玉姝,石文龙,等.端板式半刚性连接钢结构技术规程条文说明[R].上海:同济大学,2008. LI Guo-qiang,LIU Yu-shu,SHI Wen-long,et al.Clause Explanation of Technology Regulations for Steel Structure with End-plate Semi-rigid Connections[R].Shanghai:Tongji University,2008.
[12]赵鸿铁.钢与混凝土组合结构[M].北京:科学出版社,2001. ZHAO Hong-tie.Steel and Concrete Composite Structures[M].Beijing:Science Press,2001.
[13]HIGGINS C,MITCHELL H.Behavior of Composite Bridge Decks with Alternative Shear Connectors[J].Journal of Bridge Engineering,2001,6(1):17-22.
[14]GALAMBOS T V.Recent Research and Design Developments in Steel and Composite Steel-concrete Structures in USA[J].Constructional Steel Research,2000,55(1):289-303.
[15]聂建国.钢-混凝土组合梁结构[M].北京:科学出版社,2005. NIE Jian-guo.Steel-concrete Composite Beam Structures[M].Beijing:Science Press,2005.
[16]GB 50017-2003,钢结构设计规范[S]. GB 50017-2003,Code for Design of Steel Structures[S].

Memo

Memo:
-
Last Update: 2009-03-20