我国规范与CEB规范建议的本构关系对钢筋混凝土正截面分析的影响

刁学东; 刁波; 叶英华; 刘力渠; 郭冲

doi:10.13204/j.gyjz200405022

我国规范与CEB规范建议的本构关系对钢筋混凝土正截面分析的影响

doi: 10.13204/j.gyjz200405022

1.
1. 辽宁省营口市人防办营口 115001;
2.
2. 北京航空航天大学土木工程系北京 100083

基金项目:

国家自然科学基金资助项目(项目批准号:50178004)

详细信息

作者简介:
刁学东男 1963年7月出生工程师

中图分类号: TU375
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- 文章访问数: 79
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- 被引次数: 0
出版历程
- 收稿日期: 2003-06-24
- 刊出日期: 2004-05-20

EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE

1.
1. Yingkou People's Air Defence Office,Liaoning Province Yingkou 115001;
2.
2. Department of Civil Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083

摘要

摘要: 利用双向弯压作用下钢筋混凝土任意截面分析公式，用我国现行规范及CEB规范建议的混凝土受压本构关系进行正截面分析。分析结果表明，两种混凝土本构关系表述的差异对正截面极限承载力影响不大，截面分析的弯矩-曲率曲线的上升段基本重合、下降段略有差别。由两种混凝土本构关系分析的截面极限承载力与试验结果吻合均较好。
- 钢筋混凝土任意截面 /
- 我国规范与CEB规范 /
- 双向弯压
Abstract: Reinforced concrete arbitrary cross-sections are analyzed with concrete constitutive relations of China code and CEB model code.The cross-sections are analyzed under the action of biaxial bending and compression.The differences of ultimade bearing capacities analyzed with two constitutive relations are small.The ascendant segments of moment-curvature diagram are nearly overlapped.There are some differences in the descendant segments of the diagrams.The analyzed ultimate bearing capacity are corresponding well with experiment data.
- reinforced concrete arbitrary section /
- China code and CEB model code /
- biax ial bending and compression

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参考文献(14)

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