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Buckling of beam under compression and torsion beyond elastic limit - MaRDI portal

Buckling of beam under compression and torsion beyond elastic limit (Q5184479)

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scientific article; zbMATH DE number 3892697
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English
Buckling of beam under compression and torsion beyond elastic limit
scientific article; zbMATH DE number 3892697

    Statements

    Buckling of beam under compression and torsion beyond elastic limit (English)
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    1983
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    loading conditions
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    loss of stability beyond the elastic limit
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    compression
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    torsion
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    uniformly circular cross section
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    critical values of the load and moment
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    first mode of buckling
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    stress-strain relations
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    two component elastic plastic processes
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