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- W2067555336 abstract "A branching behavior of sandwich panels with a transversely flexible (“soft”) core subjected to longitudinal external forces is investigated using a geometrically nonlinear analysis. The study is based on a closed form high-order theory that allows for a general analysis without resort to the classical mode decoupling approach. The governing equations and the associated boundary conditions are presented, and the appropriate boundary conditions resulting from using edge beams are derived. An efficient path-following algorithm based on the quasi-Newton global framework has been developed. It provides a powerful numerical tool for determining the branching behavior which consists of a sequence of equilibrium states of the sandwich panel as a function of the external loading factor. Application of the general numerical analysis to the “soft” core sandwich panels reveals that they possess a complicated branching behavior with limit points and secondary bifurcations. It is shown that the wrinkling of the face sheets does not necessarily identify the buckling of the panel as a whole and in many cases it is a result of the nonlinear response. The localized buckling modes are found in some cases to be the critical ones rather than the usual sinusoidal buckling patterns. It is further shown that variations in the geometry, boundary conditions and mechanical properties of the panel constituents can lead to a qualitative shift in its nonlinear response from an imperfection-sensitive, “shell-wise” response, to an imperfection-nonsensitive, “plate-wise” one." @default.
- W2067555336 created "2016-06-24" @default.
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- W2067555336 date "2000-10-01" @default.
- W2067555336 modified "2023-09-27" @default.
- W2067555336 title "Branching behavior in the nonlinear response of sandwich panels with a transversely flexible core" @default.
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- W2067555336 doi "https://doi.org/10.1016/s0020-7683(99)00232-2" @default.
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