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- W2056401297 abstract "A non-linear finite-element analysis for the steady-state buckle propagation phenomenon in subsea corroded pipelines subjected to external hydrostatic pressure is presented. The corroded pipeline is modeled as an infinitely long, cylindrical shell with a non-uniform thickness region. Using Maxwell's theory of two coexisting phases and principle of virtual work, the buckle propagation pressures for the corroded pipeline are calculated from pressure-volume change relations obtained from ABAQUS. The corresponding collapse modes of the corroded pipeline are generated from ABAQUS post-analysis. Symmetric and anti-symmetric collapse modes are found to occur, depending on the depth and angular extent of the corrosion. In addition, snap-through and global collapses are also identified. A parametric study shows how the buckle propagation pressures decrease when either the ratio of corrosion depth to the normal thickness or the angular extent of the corrosion increases. The finite-element model is validated using Timoshenko's classical solutions." @default.
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- W2056401297 date "2006-10-01" @default.
- W2056401297 modified "2023-09-27" @default.
- W2056401297 title "A non-linear finite-element analysis of buckle propagation in subsea corroded pipelines" @default.
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- W2056401297 doi "https://doi.org/10.1016/j.finel.2006.05.003" @default.
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