| 楔形工形柱平面内稳定极限承载力研究 |
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| 引用本文： | 刘英达,陈明,闫寒.楔形工形柱平面内稳定极限承载力研究[J].包头钢铁学院学报,2009,28(3):266-269. |
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| 作者姓名： | 刘英达 陈明 闫寒 |
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| 作者单位： | 刘英达,LIU Ying-da(包头市建筑设计研究院,内蒙古包头,014030);陈明,闫寒,CHEN Ming,YAN Han(内蒙古科技大学建筑与土木工程学院,内蒙古包头,014010) |
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| 摘 要： | 通过对12根楔形柱进行静态加载试验,分析和研究楔率及偏心距对楔形柱平面内极限承载力的影响.试件的主要参数为荷载作用的偏心距和楔率.试验在5 000 kN试验机上进行,主要测量了型钢的纵向应变、试件的变形过程、荷载-挠度曲线及试件的极限承载力.试验结果表明,随着楔率的增大,构件的极限承载力也随之增加;荷载偏心距的增大将降低构件的极限承载力.
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| 关 键 词： | 楔形构件 极限承载力 楔率 |
Research on the in-plane stability ultimate bearing capacity of the tapered columns |
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| LIU Ying-da,CHEN Ming,YAN Han.Research on the in-plane stability ultimate bearing capacity of the tapered columns[J].Journal of Baotou University of Iron and Steel Technology,2009,28(3):266-269. |
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| Authors: | LIU Ying-da CHEN Ming YAN Han |
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| Affiliation: | LIU Ying-da1,CHEN Ming2,YAN Han2(1.Baotou Instiute of Building Design , Research,Baotou 014030,China,2.Architecture , Civil Engineering School,Inner Mongolia University of Science , Technology,Baotou 014010,China) |
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| Abstract: | Based on the test results of the 12 tapering columns under the static loads,the influence of tapering ratio and eccentricity of the axial load on the in-plane ultimate bearing capacity of tapering columns were analyzed.The main parameters of the elements are tapering ratios and eccentricity of the load.All of the tests were carried out in a vertical hydraulic universal testing machine with a capacity of 5 000 kN.The longitudinal strain of steel,deformation process of columns,load-deflection curves of column... |
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| Keywords: | tapered columns ultimate bearing capacity tapering ratios |
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