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| Buckled axially compressed externally stringer-stiffened short aluminum cylindrical shell |
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| Buckled axially compressed externally stringer-stiffened long aluminum cylindrical shell |
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| Buckled axially compressed externally stringer-stiffened long aluminum cylindrical shell |
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| Locally and generally buckled aluminum internally longitudinally Z-stiffened cylindrical shell subjected to uniform axial compression |
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| Detail showing the internal Z-shaped stringers spot-welded to the cylinder shown in the previous slide |
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| Buckling of geometrically perfect ring-stiffened elastic cylindrical shells |
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| Elements needed for the buckling analysis of a stringer-stiffened cylindrical shell |
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| local panel buckling between stiffeners without participation of the stiffeners |
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| Buckling of stiffeners without participation of the shell skin |
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| Local buckling encompassing several stiffeners and including the strain energy in both the stiffeners and the shell skin deforming in the buckling mode |
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| Various buckling modes in stiffened cylindrical shells: with rings only, with stringers only, with rings and stringers |
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| Axially compressed externally stiffened cylindrical shell without internal pressure |
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| Axially compressed externally stiffened cylindrical shell with internal pressure |
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| Nonlinear static post-buckling STAGS analysis of an axially compressed, axially stiffened panel previously optimized by PANDA2 |
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| A three-phase nonlinear STAGS analysis of a stiffened panel previously optimized by PANDA2 |
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