Abstract
Experiments on the study of the buckling loss of empty and filled with bulk materials of cylindrical samples during bending have been carried out. The samples were made in physical and geometric similarity with large-sized tank trucks for the transport of bulk materials. Tank trucks have the shape of a cylinder and are distinguished by a large volume of cargo transported and unloading methods. If in standard semi-trailers the product is unloaded through special cones located in the lower part of the tank, then in lifting semi-trailers the product is unloaded through one unloading device located at the rear of the tank by raising it by extending the stem to a certain height (Fig. 1). The design of specialized tanks in the form of thin-walled shells combines lightness, economy, high speed and ease of assembly, quick payback, which is of great importance in our time. In this regard, one of the key tasks in the design of tanks is the rational choice of geometric parameters that ensure the stability of the structure under all operating modes. The article presents formulas for an approximate method for calculating shells for bending stability, confirmed by experiments, under different boundary conditions. Empirical formulas allow, without the use of computer modeling, to evaluate the effect of the filler on the buckling of a cylindrical shell, to calculate the critical load values, geometric dimensions.
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Petrov, M.V., Gonik, E.G. (2022). Modeling the Bearing Capacity of Tank Trucks Filled with Bulk Material in Bending. In: Vatin, N.I., Tamrazyan, A.G., Plotnikov, A.N., Leonovich, S.N., Pakrastins, L., Rakhmonzoda, A. (eds) Advances in Construction and Development. CDLC 2020. Lecture Notes in Civil Engineering, vol 197. Springer, Singapore. https://doi.org/10.1007/978-981-16-6593-6_13
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