钢管膨胀混凝土轴压短柱的极限分析

卢方伟; 李四平; 孙国钧; 靳云法

doi:10.13204/j.gyjz200708007

钢管膨胀混凝土轴压短柱的极限分析

doi: 10.13204/j.gyjz200708007

1.
1. 上海交通大学工程力学系上海 200240;
2.
2. 焦作市宏程工程建设有限责任公司焦作 454000

基金项目:

国家自然科学基金资助项目(50478020)。

详细信息

作者简介:
卢方伟男 1979年2月出生博士研究生现工作单位为武汉市政工程设计研究院 E-mail: Lisp@sjtu.edu.cn

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- 文章访问数: 61
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- 被引次数: 0
出版历程
- 收稿日期: 2006-12-25
- 刊出日期: 2007-08-20

LIMIT ANALYSIS OF EXPANSIVE CONCRETE-FILLED STEEL TUBE SHORT COLUMNS UNDER AXIAL COMPRESSION

1.
1. Department of Engineering Mechanics,Shanghai Jiaotong University Shanghai 200240;
2.
2. Hongcheng Engineering Construction Co.Ltd.Jiaozuo 454000

摘要

摘要: 利用极限平衡理论对圆形截面钢管膨胀混凝土轴压短柱的极限承载能力进行分析,得出圆形截面钢管膨胀混凝土短柱的极限承载能力的计算式。对钢管膨胀混凝土的膨胀模式以及由于核心混凝土的膨胀引起的钢管与核心混凝土界面间的初始接触压力的大小、影响钢管膨胀混凝土短柱的极限承载能力的因素进行讨论,极限承载力计算结果与试验结果吻合较好。
- 钢管膨胀混凝土柱 /
- 轴压 /
- 膨胀模式 /
- 极限分析
Abstract: The ultimate bearing capacity of axially compressed expansive concrete-filled steel tube(CFT) short columns with circular section is analyzed using the limit analysis theory.The formula for the ultimate strength of expansive CFT short columns is proposed.Meanwhile,the expansive model of expansive CFT and the initial contact pressure between the tube and the core concrete caused by the expansion of concrete core are investigated.The factors influencing the ultimate bearing capacity of expansive CFT short columns are discussed.The calculated results obtained by the proposed formula are in good agreement with the experimental ones.
- expansive CFT column /
- axial load /
- expansive model /
- limit analysis

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参考文献(12)

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