| 不同长细比圆钢管混凝土柱偏心试验研究 |
| |
| 引用本文： | 张磊,王晓光,韩迎春.不同长细比圆钢管混凝土柱偏心试验研究[J].力学与实践,2011,33(4):38-41. |
| |
| 作者姓名： | 张磊 王晓光 韩迎春 |
| |
| 作者单位： | 1. 中南大学土木建筑学院;2. 中南大学土建学院材料力学实验室xgwangok@public.cs.hn.cn; |
| |
| 基金项目： | 国家科技攻关计划(2002BA806B03)资助项目 |
| |
| 摘 要： | 针对不同长细比圆钢管混凝土短柱试件进行了试验研究, 介绍了
试验参数、试验装置和方法, 得到载荷与应变、载荷与挠度的曲线, 分析了长细比
对该类构件力学性能的影响规律, 并应用相关规程进行了极限承载力的验算, 针对
该类构件在工程中的应用提出了合理的建议. 结果表明, 随着长细比的增大, 钢管
对核心混凝土的约束作用不断减弱, 极限承载力也明显下降, 而其横向变形能力逐
渐减弱, 在延性方面则影响不大. 试件达到极限承
载力时对应受压区的纵环向应变也比较大.
|
| 关 键 词： | 圆钢管混凝土 偏压柱 试验研究 约束效应 |
| 收稿时间： | 2010-10-09 |
EXPERIMENT ANALYSIS OF DIFFERENT SLENDERNESS RATIOS OF CONCRETE FILLED STEEL TUBULAR COLUMN UNDER ECCENTRIC LOAD |
| |
| ZHANG Lei WANG Xiaoguang HAN Yingchun.EXPERIMENT ANALYSIS OF DIFFERENT SLENDERNESS RATIOS OF CONCRETE FILLED STEEL TUBULAR COLUMN UNDER ECCENTRIC LOAD[J].Mechanics and Engineering,2011,33(4):38-41. |
| |
| Authors: | ZHANG Lei WANG Xiaoguang HAN Yingchun |
| |
| Institution: | ZHANG Lei~2 WANG Xiaoguang HAN Yingchun (School of Civil and Architectural Engineering,Central South University,Changsha 410075,China) |
| |
| Abstract: | Experiments were carried out on the short CFST columns of different slendemess ratios.The test parameters,setups and methods are described.The curves of load vs.strain and deflection a obtained.The influence of the load slendemess ratio on the behavior of eccentrically-loaded CFST columns is analyzed.The ultimate bearing capacity is checked against related codes.Some suggestions are made for the application of the related structures in engineering.The results indicat that with the increase of load slendemes... |
| |
| Keywords: | concrete filled circular steel tubular column eccentrically loaded the research of experiment effect of restriction |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《力学与实践》浏览原始摘要信息 |
| 点击此处可从《力学与实践》下载免费的PDF全文 |
