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Published March 2010 | public
Journal Article

The three point bending of the Y-frame sandwich beams


Sandwich beams comprising Y-frame and corrugated cores have been manufactured by assembling and brazing together pre-folded AISI type 304 stainless steel sheets. The longitudinal axis of the cores coincides with the axis of the beams. The quasi-static three-point bending response of both simply supported and clamped beams is measured along with the indentation response of the beams placed on a rigid foundation. The investigation reveals that the initial collapse strength of the beams is governed by the indentation of the Y-frame or corrugated core for all beam geometries considered here. The simply supported beams have a softening response beyond the initial peak load while the clamped beams display a hardening response due to the longitudinal stretching of the face-sheets. The experimental investigation reveals that sandwich beams with Y-frame or corrugated cores have comparable responses for each of the loading situations considered. Additional insight into the deformation modes is obtained by three-dimensional finite element (FE) calculations.

Additional Information

© 2009 Elsevier. Received 2 December 2008, Revised 10 November 2009, Accepted 11 November 2009, Available online 19 November 2009. This work was supported by the Netherlands Institute for Metal Research, project No. MC1.03163, The Optimal Design of Y-core sandwich structures.

Additional details

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