钢管混凝土叠合构件受弯性能分析

王刚; 钱稼茹; 林立岩

doi:10.13204/j.gyjz200602020

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钢管混凝土叠合构件受弯性能分析

doi: 10.13204/j.gyjz200602020

1.
1 清华大学北京 100084;
2.
2 辽宁省建筑设计研究院沈阳 110005

详细信息

作者简介:
王刚男 1978年6月出生硕士

计量
- 文章访问数: 64
- HTML全文浏览量: 4
- PDF下载量: 137
- 被引次数: 0
出版历程
- 收稿日期: 2005-08-20
- 刊出日期: 2006-02-20

STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS

1.
1 Tsinghua University Beijing 100084;
2.
2 Liaoning Province Building Design and Research Institute Shenyang 110005

摘要

摘要: 通过10根钢管混凝土叠合构件的受弯试验,研究了其抗弯性能;分别用极限平衡法和条带法计算了试件的受弯承载力,用条带法计算了试件截面的弯矩-曲率全曲线,计算结果与试验结果符合;根据试验结果,钢管混凝土叠合构件截面的弯矩-曲率关系曲线可简化为三折线,并给出了用弯曲刚度表示的三折线的方程。
- 钢管混凝土叠合构件 /
- 受弯承载力 /
- 弯曲刚度 /
- 弯矩-曲率曲线
Abstract: Flexural behavior of the steel tube reinforced concrete member was studied by bending test of 10 specimens. The bending strength of specimens was calculated by ultimate balance method and strap method respectively. The complete momen-t curvature relationship curves of specimens were calculated by strap method. The analytical results had good agreement with the test results. Based on the test results the momen-t curvature relationship curve of steel tube reinforced concrete member can be simplified as a tr-i linear model. Equations of the model expressed with bending stiffness were proposed.
- steel tube reinforced concrete member /
- bending bearing capacity /
- bending stiffness /
- momen-t curvature relationship curve

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参考文献(6)

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林拥军,程文瀼,徐明,等.配有圆钢管的钢骨混凝土柱轴压比限值的试验研究.土木工程学报,2001(6):23-28

[3] 过镇海.钢筋混凝土原理.北京:清华大学出版社,2000

[4] Sun Yuping,Kenji Sakino.A Comprehensive Stress-Strain Model for High-Strength Concrete Confined by Circular Transverse Reinforcement//Proceedings of 6th ASCCS Conference.Los Angeles:2000:1 067-1 074

[5] 钱稼茹,王刚,赵作周,等.钢管高强混凝土构件截面弯矩-曲率全曲线研究.工业建筑,2004,34(8):70-72

[6] Sargin M.Stress-Strain Relationships for Concrete and the Analysis of Structural Concrete Sections.Solid Mechanics Division.Ontario:University of Waterloo,1971

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