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- W14171526 abstract "Depending on the geometry of a cylindrical structure, three different stability failure modes under wind loading can be observed. In low cylinders, the radial compression at the meridian facing into the wind causes a buckling mode similar to the cylinders under constant radial compression, while very long cylinders display a failure characterized by buckling in the lower third of the structure at the side which faces away from the wind. Both these failure modes have received a certain amount of interest by the research community, and design rules and proposals against both these failure modes exist. However, the failure of medium-height cylinders is characterized by a number of horizontal ripple-like buckles in the upper half of the meridian which faces into the wind. This buckling mode has received comparatively little attention, although it has been observed in previous studies. A case study using a finite element model of a cylinder displaying this particular failure mode has been presented in this chapter. The governing parameters for this rather unexpected behavior are identified and an explanation for this rather unexpected structural behavior is given. A case study for a thin-walled cylindrical shell structure under wind loading has also been presented. The geometric parameters of the cylinder are chosen in the chapter so that a particular buckling pattern occurs. This pattern is characterized by horizontal ripple-like buckles in the upper half of the side of the cylinder facing the wind." @default.
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- W14171526 date "2002-01-01" @default.
- W14171526 modified "2023-09-26" @default.
- W14171526 title "Case study of a medium-length silo under wind loading" @default.
- W14171526 cites W1984761438 @default.
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- W14171526 doi "https://doi.org/10.1016/b978-008044017-0/50078-0" @default.
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