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Optimal design of a thin-walled cross-section subject to bending with torsion against creep rupture - MaRDI portal

Optimal design of a thin-walled cross-section subject to bending with torsion against creep rupture (Q1099993)

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scientific article; zbMATH DE number 4043384
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English
Optimal design of a thin-walled cross-section subject to bending with torsion against creep rupture
scientific article; zbMATH DE number 4043384

    Statements

    Optimal design of a thin-walled cross-section subject to bending with torsion against creep rupture (English)
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    1988
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    Optimal structural design of a thin-walled closed bar cross-section under bending and torsion is considered. The material is assumed to be governed by the Norton-Odqvist nonlinear steady creep law. Minimal cross-sectional area is the design objective, middle line of the profile and wall- thickness are design variables and the constraint refers to brittle creep rupture as described by the Kachanov-Sdobyrev hypothesis.
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    shapes of uniform creep strength
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    numerical integration of Euler-Lagrange equation
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    Optimal structural design
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    thin-walled closed bar cross- section
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    bending
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    torsion
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    Norton-Odqvist nonlinear steady creep law
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    Minimal cross-sectional area
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    brittle creep rupture
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    Kachanov-Sdobyrev hypothesis
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