Buckling of Disbonds in Honeycomb-core Sandwich Beams

The buckling behavior of a disbond in a sandwich beam is analyzed by modeling the sandwich as a beam on a Winkler foundation. The foundation stiffness is derived through a stress function approach, modeling the core as a two-dimensional, orthotropic material in plane strain. When the resulting stiff...

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Veröffentlicht in:	The journal of sandwich structures & materials 2008-05, Vol.10 (3), p.195-216
Hauptverfasser:	Southward, T., Mallinson, G.D., Jayaraman, K., Horrigan, D.
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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