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The Mechanical Mechanism Analysis for Mortar Arch Framework Slope Protection Structure

机译:砂浆拱框架坡保护结构的机械机理分析

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The finite element analysis model was built as the real scale for mortar arch framework slope protection, and the displacement and strain at different points were collected by vertical loading pressure. So the mechanical mechanism can be studied, and the analysis was done between calculation results and testing results of solid miniature model. The studying results show that the point on the arch foot is the worst stress place for each arch, and the total displacement increase nonlinear as the distance from the slope top increases, and the bump phenomenon exists in the bottom of slope, the points are likely to be broken.
机译:有限元分析模型作为砂浆拱形框架斜坡保护的实际规模,通过垂直负载压力收集不同点的位移和菌株。因此,可以研究机械机制,并且在计算结果和固体微型模型的测试结果之间进行了分析。研究结果表明,拱形脚上的点是每个拱形的最差应力位置,总位移增加非线性随着坡度顶部的距离增加,并且斜坡底部存在凹凸现象,该点可能存在被打破。

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