THE THEORETIC RESEARCH ON FLEXURAL BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE WITH H-SHAPED SECTION OR CROSS STEEL SECTION

Liu Xiao; Wang Bing; Wang Lianguang

doi:10.13204/j.gyjz200807024

Volume 38 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 95-97

Liu Xiao, Wang Bing, Wang Lianguang. THE THEORETIC RESEARCH ON FLEXURAL BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE WITH H-SHAPED SECTION OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 95-97. doi: 10.13204/j.gyjz200807024

Citation:

Liu Xiao, Wang Bing, Wang Lianguang. THE THEORETIC RESEARCH ON FLEXURAL BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE WITH H-SHAPED SECTION OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 95-97. doi: 10.13204/j.gyjz200807024

Citation:

Liu Xiao, Wang Bing, Wang Lianguang. THE THEORETIC RESEARCH ON FLEXURAL BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE WITH H-SHAPED SECTION OR CROSS STEEL SECTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 95-97. doi: 10.13204/j.gyjz200807024

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THE THEORETIC RESEARCH ON FLEXURAL BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE WITH H-SHAPED SECTION OR CROSS STEEL SECTION

doi: 10.13204/j.gyjz200807024

1.
1. School of Architectural and Civil Engineering,Shenyang University Shenyang 110044;
2.
2. College of Resource and Civil Engineering,Northeastern University Shenyang 110004

Received Date: 2007-08-20
Publish Date: 2008-07-20

Abstract

Abstract

To promote the practicing of steel tube and steel-reinforced concrete composite member in the projects,the flexural bearing capacity of H-shaped section and cross steel section is discussed in this article,and limit balance method is used to calculate its bending capacity.Moreover,the accuracy of the formula has been verified.For benefiting to its application in the projects,setting out from economy,it is compared the flexural bearing capacity between two sections.From this,it has been found out that the H-shaped steel section has strong flexural bearing capacity in the same amount of steel.It's offering a theoretic basis to the design.
- circular steel tube,
- steel reinforcement,
- composite member,
- flexural bearing capacity

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References(7)

References

王连广.铜与混凝土组合结构理论与计算.北京:科技出版社.2005:255-260

[2] Wang Q X,Zhao D Z,Guan P.Experimental Study on the Strength and Ductility of Steel Tubular Columns Filled with Steel-Reinforced Concrete.Engineering Structures,2004,26(7):907-915

[3] Kilpatrick A E,Rangan B V.Tests on Hish-Strength Concrete-Filled Steel Tulmlar Columns.ACI Structural Journal,1999,96(2):268-274

[4] Oyawa W O,Sugiura K,Watanabe E.Polymer Concrete-Filled Steel Tubes Under Axial Comprewsion.Construction and Building Materials,2001,15(4):187-197

[5] 赵大洲.钢骨-钢管高强混凝土组合柱力学性能的研究:[学位论文].大连:大连理工大学,2003

[6] 王刚,钱稼茹,林立岩.钢管混凝土叠合板受弯性能分析.工业建筑,2006,36(2):68-71

[7] 蔡绍怀.现代钢管混凝土结构.北京:人民交通出版社,2003:46-52

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