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| How to make a helicoidally creased cylindrical shell |
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| Photographs of the helicoidally creased cylindrical shell |
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| Post-buckled state of axially stiffened cylindrical tank under global shear loading |
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| Bifurcation buckling of internally ring-stiffened cylindrical shell under uniform external pressure |
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| Local buckling of an externally ring-stiffened tank subjected to nonuniform external pressure |
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| Linear bifurcation buckling of cylindrical skin and T-ring web for a shell under combined axial and circumferential compression |
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| Buckling of skin combined with torsional buckling of a ring with a slender rectangular cross section |
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| Ring-stiffened pipe under external pressure: configuration and local and general buckling modes |
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| Examples of uniperiodic shells |
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| Part of the externally T-shaped ring-stiffened cylindrical shell with the explosive attached to one of the rings |
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| Final state processed of the underwater explosion and of the deformed ring-stiffened shell |
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| Final state processed: Focus on the part of the damaged ring-stiffened shell in the immediate neighborhood of the underwater explosion |
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| Typical submarine pressure hull structure and various possible buckling modes |
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| Nominal dimensions (mm) of the round-robin test specimens to be tested under uniform static external hydrostatic pressure |
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| Two test specimens: Left side and middle specimen with no simulated corrosion patch; Right side specimen with localized thin area simulating corrosion |
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