Stress State in a Shaft Jumper due to Pressure at the Shock Wave Front

Q3 Engineering
S. V. Cherdantsev, P. Shlapakov, A. Erastov, K. Lebedev
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Abstract

The development of coal deposits is accompanied by the release of methane from the destroyed coal and the formation of dust-gas-air mixtures predisposed to chemical reaction, manifested in the form of deflagration or detonation, as a result of which the shock waves are formed in the mine atmosphere, which in the conditions of coal mines can lead to catastrophic consequences. In order to prevent the propagation of shock waves and thermodynamic processes in the mine atmosphere at coal mines, various designs of shaft jumpers are used, for which the technological construction schemes were developed. However, scientifically substantiated and reliable methods for calculating jumpers have not yet been created. To date, the design parameters of the jumpers, primarily their thickness, are assigned on the basis of rather primitive strength calculations, which are based on the design scheme of a thin plate, the thickness of which, by definition, is significantly less than its other dimensions. The thickness of the shaft jumper is comparable to the dimensions of its cross section, which fundamentally contradicts the main requirement for the design scheme of a thin plate. In this regard, it can be said that the existing methods for determining the parameters of the jumpers based on the calculation scheme of a thin plate do not correspond to the actual operating conditions of the jumpers, therefore, they cannot be recommended to ensure the reliability of the shaft jumpers. This article discusses the stress-strain state in a shaft jumper with a circular cross section based on the classical theory of elasticity. The paper formulates a boundary value problem of the stress-strain state of a jumper in a linear formulation, constructs its solution, as a result of which the stress components in the jumper under the action of static pressure caused by a shock wave are found.
冲击波前沿压力作用下跳高运动员的应力状态
煤矿床的发展伴随着被破坏的煤炭中甲烷的释放,以及易发生化学反应的粉尘-气体-空气混合物的形成,表现为爆燃或爆炸,因此在矿井大气中形成冲击波,在煤矿条件下,这可能导致灾难性后果。为了防止冲击波和热力学过程在煤矿矿井大气中的传播,采用了各种设计的跳井器,并制定了技术施工方案。然而,尚未建立科学可靠的跳线计算方法。迄今为止,跳线的设计参数,主要是其厚度,是根据相当原始的强度计算分配的,这些强度计算基于薄板的设计方案,根据定义,薄板的厚度明显小于其其他尺寸。跨轴器的厚度与其横截面的尺寸相当,这从根本上与薄板设计方案的主要要求相矛盾。在这方面,可以说,现有的基于薄板计算方案确定跳线参数的方法与跳线的实际操作条件不符,因此,不能推荐这些方法来确保轴跳线的可靠性。本文以经典弹性理论为基础,讨论了圆形截面跳高运动员的应力应变状态。本文将跳线的应力-应变状态的边值问题用线性公式表示,构造了它的解,从而得到了跳线在冲击波静压作用下的应力分量。
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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来源期刊
Bezopasnost'' Truda v Promyshlennosti
Bezopasnost'' Truda v Promyshlennosti Environmental Science-Environmental Science (miscellaneous)
CiteScore
1.00
自引率
0.00%
发文量
110
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