Based on these assumptions, the displacement field can be expressed in terms of the distances by which the plate's middle plane moves from its resting (unloaded) position, u0, v0, and w0 and the rotations of the plate's middle plane, , , and .
With the normals straight and unstretched, we can safely assume that the shear strain in the z direction is negligible:
Using the assumption that the normals remain normal to the midplane, we can make the x and y dependance in u(x,y,z), v(x,y,z) explicit via a simple geometric expression,
The kinematics equations therefore becomes
where the strains of the middle plane are
and the curvatures (changes of slope) of the middle plane are
Note that if there are no in-plane resultants, all strains at the middle plane are zero. Thus