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- W1971290851 abstract "In this study, stability failure of large-diameter fabricated steel cylinders subject to transverse shear is numerically investigated. Failure under these conditions may occur as a consequence of shear buckling in regions of low moment and high shear. However, shear buckling, by itself, need not lead to a mechanism. Structural failure should take place as a consequence of the development of a tension field.A number of geometrically perfect and imperfect cylinders (R/T = 250) are analysed under different boundary conditions and levels of geometric imperfections. The results are compared with classical theories and with recent experimental results. It is concluded that initial buckling takes place in an inclined shear mode. The level of initial buckling is sensitive to the geometric imperfections. Subsequently a definite tension field develops that may lead to the formation of a meehanism. However, comparisons with experimental results show that fabrication residual stresses, which were not taken into consideration, may affect the nature of the load response. Key words: buckling, cylinder, imperfection, shells, stability, tension field, transverse shear." @default.
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- W1971290851 date "1987-02-01" @default.
- W1971290851 modified "2023-09-27" @default.
- W1971290851 title "Shear behavior of large-diameter fabricated steel tubes" @default.
- W1971290851 cites W2015593043 @default.
- W1971290851 doi "https://doi.org/10.1139/l87-012" @default.
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