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

Liu Xiao; Wang Lianguang; Li Min

doi:10.13204/j.gyjz201212019

Volume 42 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(12): 86-90

Chen Huai, Sheng Zhaohui. SEISMIC ISOLATION ANALYSIS OF MEGA-FRAME-SUB-TRUSS-FRAME SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 76-79. doi: 10.13204/j.gyjz200902011

Citation:

Liu Xiao, Wang Lianguang, Li Min. EXPERIMENTAL RESEARCH ON STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE SUBJECTED TO COMPRESSION-FLEXURE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 86-90. doi: 10.13204/j.gyjz201212019

Chen Huai, Sheng Zhaohui. SEISMIC ISOLATION ANALYSIS OF MEGA-FRAME-SUB-TRUSS-FRAME SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 76-79. doi: 10.13204/j.gyjz200902011

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

doi: 10.13204/j.gyjz201212019

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

Received Date: 2012-06-04
Publish Date: 2012-12-20

Abstract

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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References(9)

References

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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