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L. F. Mori & S. Lee & Z. Y. Xue & A. Vaziri & D. T. Queheillalt & K. P. Dharmasena & H. N. G. Wadley & J. W. Hutchinson & H. D. Espinosa |
Vol. 2 (2007), No. 10, 1981-2006 |
Abstract |
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Sandwich panel structures with thin front
faces and low relative density cores offer
significant impulse mitigation possibilities provided panel
fracture is avoided. Here steel square honeycomb and pyramidal
truss core sandwich panels with core relative densities of 4%
were made from a ductile stainless steel and tested under
impulsive loads simulating underwater blasts. Fluid-structure
interaction experiments were performed to (i) demonstrate the
benefits of sandwich structures with respect to solid
plates of equal weight per unit area, (ii) identify failure modes
of such structures, and (iii) assess the accuracy of finite
element models for simulating the dynamic structural response.
Both sandwich structures showed a 30% reduction in the maximum
panel deflection compared with a monolithic plate of
identical mass per unit area. The failure modes consisted of core
crushing, core node imprinting/punch through/tearing and
stretching of the front face sheet for the pyramidal truss core
panels. Finite element analyses, based on an orthotropic
homogenized constitutive model, predict the overall structural
response and in particular the maximum panel displacement.
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Keywords
fluid-structure interaction, sandwich structures, dynamic plasticity
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