[1]王英涛,蔡健,龙跃凌,等.带约束拉杆方形钢管混凝土短柱偏压工作机理[J].东南大学学报(自然科学版),2015,45(2):370-375.[doi:10.3969/j.issn.1001-0505.2015.02.030]
 Wang Yingtao,Cai Jian,Long Yueling,et al.Eccentric compressive mechanism of square CFT columns with binding bars[J].Journal of Southeast University (Natural Science Edition),2015,45(2):370-375.[doi:10.3969/j.issn.1001-0505.2015.02.030]
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带约束拉杆方形钢管混凝土短柱偏压工作机理()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
45
期数:
2015年第2期
页码:
370-375
栏目:
土木工程
出版日期:
2015-03-20

文章信息/Info

Title:
Eccentric compressive mechanism of square CFT columns with binding bars
作者:
王英涛1蔡健2龙跃凌3陈庆军2
1华南理工大学土木与交通学院, 广州 510641; 2华南理工大学亚热带建筑科学国家重点实验室, 广州 510641; 3广东工业大学土木与交通工程学院, 广州 510006
Author(s):
Wang Yingtao1 Cai Jian2 Long Yueling3 Chen Qingjun2
1School of Civil and Transportation, South China University of Technology, Guangzhou 510641, China
2State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China
3School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
关键词:
方形钢管混凝土 约束拉杆 偏压 泊松比 有限元
Keywords:
square concrete-filled steel tubular(CFT) binding bars eccentric compressive Poisson’s ratio finite element
分类号:
TU317.1;P398.9
DOI:
10.3969/j.issn.1001-0505.2015.02.030
摘要:
为研究带约束拉杆方形钢管混凝土短柱偏压的工作机理,采用考虑材料泊松比变化、钢管和核心混凝土界面作用及钢管残余应力的有限元模型,利用有限元软件ABAQUS对其偏压受力全过程进行分析.从横向变形、荷载-竖向位移曲线、核心混凝土纵向应力分布、钢管与核心混凝土的相互作用、约束拉杆的影响等方面讨论了带约束拉杆方形钢管混凝土短柱偏压工作机理.结果表明:有限元计算结果与试验结果吻合较好;设置约束拉杆可减小构件的横向挠曲变形,改变截面的变形模态,增强钢管对核心混凝土的约束效应,提高短柱的偏压承载力和延性;约束拉杆间距越小,短柱的延性越好,偏压承载力越大;泊松比对短柱偏压承载力具有一定影响,残余应力则对其几乎无影响.
Abstract:
To investigate the eccentric compressive mechanism of the square concrete-filled steel tubular(CFT)columns with binding bars, the finite element software ABAQUS is adopted to analyze the eccentric compressive progress of the square CFT columns. The effects of the Poisson’s ratio, the interaction between steel tube and core concrete, and the residual stress of the steel tube are considered in this finite element model. The mechanism of the square CFT columns with binding bars is discussed in consideration of the lateral deflection, the relationship of the load and the vertical displacement, the longitudinal stress distribution of core concrete, the interaction between steel tube and core concrete, and the effect of the spacing of binding bars. The results show that the calculation results of the finite element model are in agreement with the experimental results. The binding bars can confine the transverse deformation of steel tube, change the deformation mode of the cross section, improve the core concrete confinement from the steel tube, and increase the bearing capacity and the ductility of the columns. With the decrease of the spacing between binding bars, the peak load and the ductility increase. The Poisson’s ratio has some influence on the peak load, while the residual stress of the steel tube has almost no any impact.

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备注/Memo

备注/Memo:
收稿日期: 2014-09-13.
作者简介: 王英涛(1984—),男,博士生;陈庆军(联系人),男,博士,副教授,qjchen@scut.edu.cn.
基金项目: 国家自然科学基金资助项目(51008085)、中央高校基本科研业务费专项资金资助项目(2014ZZ0026)、中国博士后基金资助项目(2012M511810,2014T70807)、华南理工大学亚热带建筑科学国家重点实验室研究基金资助项目(2011ZC25,2013ZC14,2013ZC19)、广州市珠江科技新星专项基金资助项目(2012J2200100).
引用本文: 王英涛,蔡健,龙跃凌,等.带约束拉杆方形钢管混凝土短柱偏压工作机理[J].东南大学学报:自然科学版,2015,45(2):370-375. [doi:10.3969/j.issn.1001-0505.2015.02.030]
更新日期/Last Update: 2015-03-20