方钢管-钢骨高强混凝土抗弯承载力分析

赵同峰; 王连广

doi:10.13204/j.gyjz200803008

方钢管-钢骨高强混凝土抗弯承载力分析

doi: 10.13204/j.gyjz200803008

1.
东北大学资源与土木学院,沈阳 110004

基金项目:

国家教育部博士点基金资助项目(20050145012);辽宁省重点实验室基金资助项目(JG-200601);辽宁省科技攻关项目(20060708)

详细信息

作者简介:
赵同峰,男,1979年1月出生,博士研究生,沈阳炮兵学院讲师.E-mail:ztfgty@sohu.Com

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- 文章访问数: 73
- HTML全文浏览量: 4
- PDF下载量: 43
- 被引次数: 0
出版历程
- 收稿日期: 2007-10-25
- 刊出日期: 2008-03-20

CAPACITY ANALYSIS OF PURE BENDING OF SQUARE STEEL TUBE FILLEDWITH STEEL-REINFORCED HIGH-STRENGTH CONCRETE

1.
School of Resources &Civil Engineering,Northeastern University,Shenyang 110004

摘要

摘要: 采用纤维模型法编制非线性分析程序,绘制出弯矩-曲率全过程曲线,并与有关文献试验数据进行比较,吻合较好。在此基础上,对混凝土强度、钢骨形式、配骨率、套箍率等因素对抗弯构件力学性能的影响进行分析比较。最后通过对数值计算结果的回归分析,得出实用的抗弯承载力计算公式。
- 方钢管混凝土 /
- 受弯构件 /
- 正截面承载力 /
- 全过程分析
Abstract: Based on theory of fiber model method, a nonlinear analysis of computer program is developed. As compared with experimental data of corresponding documents, the results agree well with each other. Then the influences of strength of concrete, stirrup ratio, stee-l reinforced ratio, changes of shape on the mechanical property of bending members are also analyzed. Through regressive analysis of the results of numerical calculation, a practical formula is got.
- concrete-filled square steel tube /
- bending member /
- cross-section capacity /
- full-range analysis

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参考文献(14)

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