Inelastic buckling of two-layer composite columns with non-linear interface compliance

Simon Schnabl in Igor Planinc (2011) Inelastic buckling of two-layer composite columns with non-linear interface compliance. International Journal of Mechanical ScienceS, 53 (12). str. 1077-1083. ISSN 0020-7403

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    A mathematical model for a slip-buckling problem has been proposed and its exact solution has been found for the analysis of materially inelastic two-layer composite columns with non-linear interface compliance. The mathematical model has been carried out to evaluate exact critical buckling loads. It has been demonstrated mathematically exactly, that exact critical buckling loads are influenced by the initial stiffness, and hence on linear portion of the interface force-slip relationship. Besides, it has been shown that material inelasticity can reduce the critical buckling loads significantly and that the interlayer stiffness has an important effect on the transition between the elastic and inelastic buckling. (C) 2011 Elsevier Ltd. All rights reserved.

    Vrsta dela: Članek
    Ključne besede: stability, buckling, inelastic, composite, slip, exact
    Povezava na COBISS: http://www.cobiss.si/scripts/cobiss?command=search&base=50057&select=(ID=5522529)
    Ustanova: Univerza v Ljubljani
    Fakulteta: Fakulteta za gradbeništvo in geodezijo
    Katedre: Fakulteta za gradbeništvo in geodezijo > Oddelek za gradbeništvo > Katedra za mehaniko (KM)
    ID vnosa: 3424
    URI: http://drugg.fgg.uni-lj.si/id/eprint/3424

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