| 轻骨料混凝土偏心受压柱试验与计算分析 |
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| 引用本文： | 刘晓红. 轻骨料混凝土偏心受压柱试验与计算分析[J]. 四川建筑科学研究, 2011, 0(4): 79-81,120 |
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| 作者姓名： | 刘晓红 |
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| 作者单位： | 洛阳理工学院 |
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| 摘 要： | 对轻骨料混凝土圆形截面柱进行了偏心受压试验,研究了柱的破坏形态、承载能力、裂缝及挠度等方面的内容,探讨了偏心距和长细比对其受力性能的影响。并依据轻骨料混凝土力学性能试验数据,利用程序计算,将理论结果与试验结果进行了对比分析。
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| 关 键 词： | 轻骨料混凝土柱 偏心受压 试验研究 对比分析 |
The experimental research and computational analysis of lightweight aggregate concrete column under eccentric compression |
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| LIU Xiaohong. The experimental research and computational analysis of lightweight aggregate concrete column under eccentric compression[J]. Building Science Research of Sichuan, 2011, 0(4): 79-81,120 |
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| Authors: | LIU Xiaohong |
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| Affiliation: | (Luoyang Institute of Science and Technology,Luoyang 471023,China) |
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| Abstract: | The test of lightweight aggregate concrete circular column under eccentric loading were carried out.The behavior in the aspects of failure patterns,carrying capacity,crack resistance and deflection of column are studied and the influence of the eccentricity and slenderness ratio on mechanical properties of column is discussed.Based on experimental data of mechanical properties of lightweight aggregate concrete,theoretical calculations by using procedures and experimental results were compared. |
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| Keywords: | lightweight aggregate concrete column eccentric compression experimental research comparative analysis |
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