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Some considerations about sandwich structures

Some considerations about sandwich structures. Wolfgang and Diego. 2.5 mm Austenitic stainless steel. 8 mm Tungsten grade (90% W, 5% Cu, 5% Ni) ? = 17 g/cm 3. Local effects require a minimum amount of steel 2 -3 mm-thick plates give a good resistance. Deflection and stresses.

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Some considerations about sandwich structures