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Numerical Solution of Static Problems for Multitiered Structures

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Abstract

A linear stress—strain analysis is made of a structure consisting of two discretely reinforced cylindrical shells and an intermediate conical shell with large openings, which is simulated by a three-dimensional framework. This three-tier system is under longitudinal and local flexural loads. The calculations are made by the finite-difference method using modified equations of the mixed method for shells and by the deformation method for the framework. Two forms of the structure differing by specified parameters are studied

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  1. S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev

    V. P. Maksimenko

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  1. V. P. Maksimenko
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Maksimenko, V.P. Numerical Solution of Static Problems for Multitiered Structures. International Applied Mechanics 37, 1629–1635 (2001). https://doi.org/10.1023/A:1014810132544

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