| 不同加载角下L形柱的承载力与延性分析 |
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| 引用本文： | 柯江.不同加载角下L形柱的承载力与延性分析[J].陕西理工学院学报(自然科学版),2010,26(1):44-47. |
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| 作者姓名： | 柯江 |
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| 作者单位： | 陕西理工学院,土木工程与建筑系,陕西,汉中,723001 |
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| 基金项目： | 陕西理工学院科研基金资助项目 |
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| 摘 要： | 采用Abaqus软件建立L形柱的三维非线性有限元模型，分析了L形柱在不同加载角下的承载力与延性，计算结果与试验值符合良好，分析表明：加载角为135°时，承载力是最大的，延性良好；加载角为225°时，承载力是最小的，延性也最差；加载角为0°时，延性是最好的。
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| 关 键 词： | 钢筋混凝土 L形柱 承载力 延性 Abaqus |
Analysis of bearing capacity and ductility of L-shaped column under different loading angles |
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| KE Jiang.Analysis of bearing capacity and ductility of L-shaped column under different loading angles[J].Journal of Shananxi University of Technology:Natural Science Edition,2010,26(1):44-47. |
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| Authors: | KE Jiang |
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| Institution: | KE Jiang(Department of Civil Engineering & Architecture,Shaanxi University of Technology,Hanzhong 723001,China) |
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| Abstract: | By adopting the Abaqus,the bearing capacity and the ductility of L-shaped column under different loading angles were calculated by builting up the three dimensional finite element model of L-shaped column.The calculation results were in agreement with the experimental data.Some conclusions as follows have been reached: it is of the maximum bearing capacity and the good ductility when the loading angle is 135 degrees,which it is of the minimum bearing capacity and the worst ductility when the loading angle i... |
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| Keywords: | Abaqus |
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