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Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load - MaRDI portal

Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load (Q798054)

From MaRDI portal





scientific article; zbMATH DE number 3870721
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English
Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load
scientific article; zbMATH DE number 3870721

    Statements

    Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load (English)
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    1984
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    perturbation method
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    method of alignment
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    closed framed edge
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    fixed hinge-supported edge
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    free clamped edge
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    small geometric imperfections
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    non-axisymmetric buckling
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    initial post-critical behaviour
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    shallow elastic spherical shells
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    uniform external pressure
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