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• W2951641803 abstract "The local buckling behavior of pipes under combined external pressure and axial tension is investigated by experiments and FE models in the present study. The tension-pressure interaction collapse envelops are generated for two different loading paths involving pressure followed by tension and tension followed by pressure. Ten experiments are conducted to study the effect of different loading paths on the collapse pressure of pipes with the same geometric and material parameter. Furthermore, an extensive parametric study of the FE models is performed whose results are in good agreement with the experiments. The results of the experiments and FE models indicate that critical limit load of the P→T loading path is more severe than that of the T→P loading path. The reason is explained by analyzing the stress distribution and ovalization of the local buckling cross section. Based on the large amount of FE analyses, a new interaction formula is proposed to estimate the limit loads of pipes for the P→T loading path. And the formula, verified by experiments, is more accurate comparing with the method proposed in offshore standard DNV-OS-F101." @default.
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• W2951641803 date "2019-09-01" @default.
• W2951641803 modified "2023-10-14" @default.
• W2951641803 title "The research on the different loading paths of pipes under combined external pressure and axial tension" @default.
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• W2951641803 doi "https://doi.org/10.1016/j.ijmecsci.2019.06.022" @default.
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