钢管钢骨混凝土柱压弯性能试验研究

刘晓; 王连广; 李敏

doi:10.13204/j.gyjz201212019

钢管钢骨混凝土柱压弯性能试验研究

doi: 10.13204/j.gyjz201212019

刘晓^1,2,
王连广³,
李敏²

1.
1. 清华大学土木工程系,北京 100084;
2.
2. 沈阳大学建筑工程学院,沈阳 110044;
3.
3. 东北大学资源与土木工程学院,沈阳 110004

基金项目:

辽宁省自然科学基金项目(20092044);辽宁省教育厅科技攻关项目(2008468)

详细信息

作者简介:
刘晓，女，1974 年出生，副教授，博士后。E-mail:liuxiao19740701@sina.com

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- 文章访问数: 79
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- 被引次数: 0
出版历程
- 收稿日期: 2012-06-04
- 刊出日期: 2012-12-20

EXPERIMENTAL RESEARCH ON STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE SUBJECTED TO COMPRESSION-FLEXURE LOADING

1.
1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. School of Architectural and Civil Engineering,Shenyang University,Shenyang 110044,China;
3.
3. School of Resources &Civil Engineering,Northeastern University,Shenyang 110004,China

摘要

摘要: 对5根钢管钢骨混凝土组合柱的压弯性能进行试验,研究不同轴压比和加载方向对组合柱承载力和变形的影响,并深入解析钢骨和钢管之间混凝土双重紧箍效应对承载力提高的工作机制,以及试件在受拉区和受压区紧箍力的分布规律。根据试验结果,采用N-M相关关系法确定钢管钢骨混凝土压弯构件的实用计算公式,计算值与试验值吻合较好。
- 钢管钢骨混凝土 /
- 压弯 /
- 试验研究 /
- 承载力 /
- 轴压比
Abstract: An experimental research on 5 steel tube columns filled with steel-reinforced concrete subjected to compression-flexure loading was carried out.Ultimate bearing capacity and deformation were studied corresponding to different ratio of axial compression and loading direction.It was deeply analyzed the influence of double confining on bearing capacity,which was between the steel skeleton and steel tube,and distributing regularity of double confining in tensile region and compressive region.Contrasting with the experimental results,the practical formula of compression-flexure was built by N-M relationship,and a good agreement was obtained between the calculated results and the experimental results.
- steel tube filled with steel-reinforced concrete /
- compression-flexure /
- experimental study /
- bearing capacity /
- ratio of axial compression

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参考文献(9)

韩林海.钢管混凝土结构理论与实践[M].北京:科学出版社,2007.

[2] 叶列平,方鄂华.钢骨混凝土构件的受力性能研究综述[J].建筑科学,2000,33(5):1-12.

[3] Ellobody E,Young B,Lam D.Behaviour of Normal and HighStrength Concrete-Filled Compact Steel Tube Circular StubColumns[J].Journal of Constructional Steel Research,2006,62(11):706-715.

[4] 赵大洲.钢骨-钢管高强混凝土组合柱力学性能的研究[D].大连:大连理工大学,2005.

[5] Wang Qingxiang,Zhao Dazhou,Guan Ping.Experimental Studyon the Strength and Ductility of Steel Tubular Columns Filled withSteel-Reinforced Concrete[J].Engineering Structures,2004,26(7):907-915.

[6] He Yibin,Xiao Alin.Limit Analysis of Steel Tubular ColumnsFilled with Structural Steel[C]//Proceedings of the 8thInternational Conference on Steel-Concrete Composite and HybridStructures(Special Issue of Steel Construction).Harbin:2006:544-550.

[7] 杨包生.钢骨-钢管混凝土组合柱受力性能的研究[D].包头:内蒙古科技大学,2006.

[8] 刘晓,王连广.钢管-钢骨混凝土组合短柱轴压承载力研究[J].东北大学学报,2010,31(4):589-592.

[9] 刘晓,王连广.钢管钢骨混凝土抗弯承载力计算方法研究[J].工业建筑,2008,38(7):95-97.

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