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Instability of optimal equilibria in the minimum mass design of uniform shallow arches - MaRDI portal

Instability of optimal equilibria in the minimum mass design of uniform shallow arches (Q1172449)

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scientific article; zbMATH DE number 3790003
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English
Instability of optimal equilibria in the minimum mass design of uniform shallow arches
scientific article; zbMATH DE number 3790003

    Statements

    Instability of optimal equilibria in the minimum mass design of uniform shallow arches (English)
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    1983
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    necessary and sufficient conditions
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    minimum mass design
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    arbitrarily loaded uniform shallow arches
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    mass as criterion
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    differential equations of axial and transverse equilibrium of arch as side conditions
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    optimal equilibrium
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    stability of equilibria becomes integral part of solution
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    example
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    sinusoidally loaded hinged-hinged arch
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    fixed span
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    unstable
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    stable after snap-through
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    nonunique with one equilibrium unstable and other stable after snap-through
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    local minimum
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    critical point condition
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    nonlinear optimal control
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    initial curvature and axial load as design variables
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