STABILITY OF RECTANGULAR SANDWICH PLATES WITH CONSTRUCTIONALLY ORTHOTROPIC HARD LAYERS PART II

Abstract

The stability of asymmetrically built rectangular sandwich plate with constructionally orthotropic hard faces at Navier-type boundary conditions is studied. The governing equations derived in [5] from Trefftz-Bolotin variational principle are solved by Fourier method. The remarks are made on the consideration of the asymmetry of building and loading of the plate.