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| 散体介质锚拉支架支护作用模拟分析 | |
| 引用本文： | 张春明,李先炜,唐国金. 散体介质锚拉支架支护作用模拟分析[J]. 湖南科技大学学报(自然科学版), 2003, 18(1): 17-20 |
| 作者姓名： | 张春明 李先炜 唐国金 |
| 作者单位： | 1. 解放军防化指挥工程学院,北京,102205;国防科技大学,力学博士后科研流动站,湖南,长沙,410073 2. 中国矿业大学北京校区,北京,100083 3. 国防科技大学,力学博士后科研流动站,湖南,长沙,410073 |
| 基金项目： | 煤炭科学基金项目资助(97采10205) |
| 摘 要： | 采用实验室相似模拟实验和离散元数值分析对散体介质锚拉支架的支护作用进行了系统深入地研究,研究表明:锚拉支架维护散体顶板时,在顶板中存在两个拱,第二拱处的水平应力比第一拱更大,两个拱上下水平应力均有明显的压力降;锚拉支架受力不大,此种受力状态的锚拉支架所支护的顶板达到了稳定状态,支护效果十分理想.图10,参7. |
| 关 键 词： | 散体 锚拉支架 相似模拟实验 离散元 数值模拟分析 |
| 文章编号： | 1000-9930(2003)01-0017-04 |
| 修稿时间： | 2002-03-09 |
The research of the truss'''' forces in loose roof |
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| Abstract: | The mechanism of the truss supporting loose roof is studied through physical simulation tests and universal distinct element numerical simulation calculation. The results of research demonstrate two arches are appeared in roof. The horizontal stress of the second arch is larger than the first arch. Pressure obviously dropped up and down at each arch. The results also showed the truss' forces are little and loose roof is stability in the condition of truss supporting. The supporting effect is very reality.10figs.,7refs. |
| Keywords: | loose truss physical simulation universal distinct element numerical simulation analysis |
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