钢仓体板准均匀螺栓连接的随机计算

S. Pichugin, A. Makhinko, N. Makhinko
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引用次数: 0

摘要

本文对薄壁筒仓结构体准均质螺栓连接的可靠性进行了研究。这种单元的不均匀性可能由许多原因引起,特别是由于在接头中存在不同强度的螺栓。在这种情况下,系统的可靠性是通过关键因素系数的无故障工作概率来确定的。随机计算的一般概念是对大体积的随机值的样本使用蒙特卡罗模拟程序。形成了给出节点可靠度的条件体系,得到了关键因素系数值的解析表达式,并在一个特殊的坐标平面——临界随机标度上给出了实际的计算实例,如下图所示。结果表明,现场节点随机出现强度较低的螺栓,会迅速增加拒绝风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
STOCHASTIC CALCULATION OF A QUASI-HOMOGENEOUS BOLTED JOINTS OF THE BODY SHEETS OF THE STEEL SILOS
This paper deals with the study of reliability of quasi-homogeneous bolted joints of the body of thin-walled constructions ofthe steel silos. Heterogeneity of this unit can be caused by number of reasons, in particular by presence of bolts of differentstrength in joint. In such case the reliability of the system is determined trough the probability of trouble-free work of the coefficient of the critical factor. The general conception of stochastic calculation consists in using the Monte-Karlo simulationprocedure for the samples of random values of the large volume. It was formed the system of conditions, under which the reliability of joints is provided and analytical expressions for the value of coefficient of the critical factor is got, and also madepractical calculation example with the following graphic presentation on a special coordinate plane – a critical stochasticscale. It was illustrated that random presence of bolts of less strength in field joint rapidly increases the risk of refusal.
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