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| Two buckling modes of a thin-walled externally pressurized composite hemispherical shell corresponding to Point A (D/t=300) |
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| Typical buckling modes of externally pressurized prolate and somewhat flat shells of revolution |
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| Buckling of externally pressurized torispherical shell: (top)=unstiffened; (bottom)=stiffened by one external stringer |
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| Buckling of externally pressurized stringer-stiffened torispherical shells |
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| Buckling of various eccentrically stiffened toroidal shell segments under various loadings |
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| Buckling of an externally pressurized thin-walled hemispherical shell |
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| Axially compressed spherical shell with microporosity |
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| Shallow shell corroded on one side |
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| Buckling modes of axially compressed composite cylindrical shells of various steepness |
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| Geometry and surface equation of a conoidal shell |
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| An arbitrarily shaped functionally graded plate with a spatially varying transverse load |
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| Three types of functionally graded sandwich plates |
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| In-plane loading for buckling of the functionally graded sandwich plates |
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| Porous functionally graded materia (FGM) nanoplate on an elastic Kerr foundation |
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