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Imperfection-sensitivity of elastically supported beams and its relation to the double-cusp instability model - MaRDI portal

Imperfection-sensitivity of elastically supported beams and its relation to the double-cusp instability model (Q3721926)

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Imperfection-sensitivity of elastically supported beams and its relation to the double-cusp instability model
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    Imperfection-sensitivity of elastically supported beams and its relation to the double-cusp instability model (English)
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    1986
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    bar
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    nonlinear elastic foundation
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    double eigenvalue
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    double cusp catastrophe
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    universal unfolding
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    eight parameters
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    critical post- buckling behavior
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