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Simulation analysis on structure safety of coal mine mobile refuge chamber under explosion load

机译:爆炸荷载下煤矿移动式避难所结构安全性仿真分析

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摘要

In order to check structural strength of coal mine mobiles refuge chamber, and do security evaluation of the mobile refuge chamber, a refuge chamber model was established, then a finite element method was instituted for it to ensure the refuge chamber would not be severely damaged when gas or coal dust explosion suddenly happened. A triangle shock wave with 1.2 MPa over-pressure, 300 ms lasting time was settled. Explicit nonlinear dynamic analysis program was used to simulate response of the refuge chamber. The maximum stress was 244 MPa, located in central part of sides and tail end of the last capsule. The maximum displacement was 29.32 mm, located in central part of sides and tail end of the last capsule. The calculation indicated that the refuge chamber was not obviously damaged. It could reliable work to meet safety requirements. Compared with the reported experimental results, the simulation method was verified. Based on analysis, suggestions were put forward for further improving.
机译:为了检查煤矿移动式避难所的结构强度,并对移动式避难所进行安全性评估,建立了避难所模型,然后建立了有限元方法,以确保煤矿避难所在使用时不会受到严重破坏。瓦斯或煤尘爆炸突然发生。确定了具有1.2 MPa过压,持续时间为300 ms的三角冲击波。使用显式非线性动力学分析程序来模拟避难所的响应。最大应力为244 MPa,位于最后一个胶囊的侧面和尾端的中央。最大位移为29.32 mm,位于最后一个胶囊的侧面和尾端的中央。计算表明,避难所没有明显损坏。它可以满足安全要求的可靠工作。与报道的实验结果进行比较,验证了该仿真方法。在分析的基础上,提出了进一步改进的建议。

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