STOCHASTIC CALCULATON OF THE WALL OF STEEL VERTICAL SILOS

Abstract

In the article the practical questions of probabilistic calculation of sheets of the case of vertical steel tanks for storage of grain are solved. The search for the reliability function is based on the general author's technique, which is to find the characteristics of the random variable of the critical factor. In this case, the random maximum values of the horizontal pressure of the bulk material are presented in two forms - taking into account the correlation connection of its components (specific gravity, internal friction angle, ratio of lateral pressure and ratio of friction on the wall) and for the case of completely independent variables. Possible ways to simplify the Jansen-Kenen reference curve for horizontal pressure and to replace it with bilinear dependence are considered. In this case, two ways for obtaining approximating curves are presented. The tangential method is based on the construction of tangent points at the top and bottom of storage volume. For an alternative method, the construction of the ducts from these points to the midpoint of the capacity is performed .Graphical comparisons and analysis of these methods with the following argumentation of their application are presented .It is shown that the method of tangents greatly overestimates the value of horizontal pressure at the height of the capacity and leads to the greatest error in the region of the central part, on the other hand the sieve method approximates the curve more correctly.

Authors and Affiliations

Nataliia Мakhinko

Keywords

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  • EP ID EP625955
  • DOI 10.18372/2306-1472.1.13655
  • Views 118
  • Downloads 0

How To Cite

Nataliia Мakhinko (2019). STOCHASTIC CALCULATON OF THE WALL OF STEEL VERTICAL SILOS. Вісник Національного Авіаційного Університету, 78(1), 54-59. https://www.europub.co.uk/articles/-A-625955