钢管-钢骨混凝土抗弯承载力计算方法

刘晓; 王连广; 王兵

doi:10.13204/j.gyjz200807024

钢管-钢骨混凝土抗弯承载力计算方法

doi: 10.13204/j.gyjz200807024

1.
1. 沈阳大学建筑工程学院,沈阳 110004;
2.
2. 东北大学资源与土木工程学院,沈阳 110044

基金项目:

辽宁省自然科学基金(20052019);辽宁省重点实验室开放基金(JG-200601)

详细信息

作者简介:
刘晓女 1974年7月出生博士研究生 E-mail:liuxiao19740701@ sina.com

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- 文章访问数: 88
- HTML全文浏览量: 15
- PDF下载量: 48
- 被引次数: 0
出版历程
- 收稿日期: 2007-08-20
- 刊出日期: 2008-07-20

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

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

摘要

摘要: 为了促进钢管-钢骨混凝土组合构件在工程实践中的应用,对配置工字形和十字形两种钢骨之构件的受弯承载力进行了研究,采用极限状态的叠加原理推导了两种截面的抗弯承载力计算公式,并通过与文献的试验结果比较,验证了公式的正确性。为了有利于工程上的应用,从经济角度出发,进行了两种截面形式的抗弯承载力比较,得出在用钢量相同的情况下,工形截面的抗弯能力强,从而给工程设计提供了理论依据。
- 钢管 /
- 钢骨 /
- 组合构件 /
- 受弯承载力
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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参考文献(7)

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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