In this work, we choose the basic plate of a HSV (Hue, Saturation, Value) color cone as a color scale disc, i.e. the color hue changes with the angle α and the saturation changes with the radius R. One may argue, that isoluminant color scales should be preferred to avoid tendencies for a human observer to perceive contrast of different intensities dependent on the particular color scale region.
The model determines the flaws distribution over the area of a large basic plate, from which plates of different sizes are cut out.
The method consists of two parts; the global bending response is evaluated using sandwich plate theory and the local response of the patch-loaded face plate is determined with the help of basic plate theory.
The final solutions are determined by a modified variational principle, in which each of the basic plate variables is approximated by the spectral method.
The basic plate equations correspond to those of the parabolic shear deformation plate theory.
The method utilises a gradual change in thickness of a plate or bar, partly covered by thin damping layers, from the value corresponding to the thickness of the basic plate or bar (which is to be damped) to almost zero.
We introduce inside the nth layer In not equally spaced SaS parallel to the middle surface of the plate and choose displacements of these surfaces as basic plate variables.
The SaS method is based on choosing inside the nth layer In not equally spaced SaS parallel to the middle surface of the plate in order to introduce the displacements of these surfaces as basic plate variables.
The SaS method is based on choosing inside the nth layer In not equally spaced SaS parallel to the middle surface of the plate in order to introduce temperatures and displacements of these surfaces as basic plate variables.
According to this method, we introduce inside the nth layer In not equally spaced SaS parallel to the middle surface of the plate and choose displacement vectors and electric potentials of these surfaces as basic plate variables.
The SaS method is based on choosing the arbitrary number of SaS parallel to the middle surface in order to introduce the displacements of these surfaces as basic plate unknowns.
