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• W3046703702 endingPage "106988" @default.
• W3046703702 startingPage "106988" @default.
• W3046703702 abstract "In this study, the linear and nonlinear buckling problems of circumferentially corrugated cylindrical shells under uniform external pressure were investigated, as was the effect of corrugation amplitude on buckling. Five sets of shells with different amplitudes were fabricated; each group had two identical cylindrical shells made of photosensitive resin, and their wall thickness and geometric appearance were measured and tested to collapse under hydrostatic pressure. A comparison between finite element results and experimental data was also made for an externally pressurised cylindrical shell. According to the experimental results, as the amplitude of the corrugation increased, the buckling capacity of the cylindrical shell first increased and then decreased, which may have been related to the performance of the material. The location of the model failure was basically the same as the location of maximum stress, and the experimental results agreed well with the numerical calculation." @default.
• W3046703702 created "2020-08-07" @default.
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• W3046703702 date "2020-11-01" @default.
• W3046703702 modified "2023-10-02" @default.
• W3046703702 title "Experimental study on the failure modes of circumferentially corrugated cylinders under external hydrostatic pressure" @default.
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• W3046703702 doi "https://doi.org/10.1016/j.tws.2020.106988" @default.
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