Equations for the problem of a thin finite plate on a Pasternak foundation : part 1 : closed integrals

Presents the equations for two adherent semi-infinite plates of which the left one is loaded by a homogeneous stress distribution within a rectangle with sides 2a and 2b and its centre in x=0 and y=0. The joint between the two plates is located at x=d normal to the x axis. Deals with the problem of two adherent semi-infinite plates on a Pasternak foundation. The two plates make no physical contact (free plate condition). Therefore, no transfer of moment is possible at the joint. Transfer of shear forces will take place through the shear layer in the foundation.