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- W2077790527 abstract "Using the equations of the three-dimensional non-linear theory of elasticity, the problem of the axisymmetric buckling and initial post-critical behaviour of a circular cylinder of a neo-Hookean material compressed uniformly along the lateral surface is investigated. The cylinder endfaces are free while the lateral surface is clamped from rotation but can slide freely in the direction of the cylinder axis. Bifurcation of the cylinder equilibrium mode that occurs during attainment of critical values of the loading parameter is studied. Asymptotic representations are found for the branching solutions under almost critical loads. The qualitative distinction between the post-critical behaviour of a thick slab and the behaviour of a thin plate is disclosed." @default.
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- W2077790527 date "1988-01-01" @default.
- W2077790527 modified "2023-09-26" @default.
- W2077790527 title "Behaviour of a thick circular slab after buckling" @default.
- W2077790527 cites W192028857 @default.
- W2077790527 doi "https://doi.org/10.1016/0021-8928(88)90040-8" @default.
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