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.