Influence of impact load form on dynamic response of chock-shield support

Z. Meng, Chen Ma, Yunyue Xie
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引用次数: 1

Abstract

Chock-shield support is usually used in undergroud coal mining to protect the roof. However, as the mining depth gets deeper, impact load that came from the roof becomes stronger and more frequent. This causes the support to bear a large number of dynamic loads, and reducing its reliability. To improve the support performance of the chock-shield support, the mixed-kinetic model was established using the mechanical-hydraulic co-simulation method. The load distribution law of the support joint under impact load form different stability forces, impact load amplitude, and impact frequency is discussed. The mechanical-hydraulic cooperative response of the chock-shield support are obtained. The results show that different joints show typical non-uniformity characteristic during the loading process. The proposed mechanical-hydraulic co-simulation method can more accurately obtain the dangerous points of hydraulic support reliability. The results of this study will help to improve the reliability of the chock-shield support.
冲击载荷形式对挡块支架动力响应的影响
在煤矿井下开采中,通常采用挡块支护来保护顶板。然而,随着开采深度的增加,顶板的冲击载荷越来越强,频率也越来越高。这使得支架承受了大量的动载荷,降低了其可靠性。为提高挡块支架的支护性能,采用机液联合仿真方法建立了挡块支架的混合动力学模型。讨论了支承节点在不同稳定力、冲击载荷幅值和冲击频率的冲击载荷作用下的载荷分布规律。得到了挡块支架的机液协同响应。结果表明,不同节点在加载过程中表现出典型的非均匀性特征。提出的机液联合仿真方法能更准确地获取液压支架可靠性的危险点。研究结果将有助于提高挡块支架的可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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