238 CHAPTER 7 Bending of Thin Plates
Fig.7.13
Component of shear loads in thezdirection.
The determination of the contribution of the shear loads to the equilibrium of the element in the
zdirection is complicated by the fact that the element possesses curvature in bothxzandyzplanes.
Therefore,fromFig.7.13,thecomponentinthezdirectionduetotheNxyshearloadsonlyis
(
Nxy+
∂Nxy
∂x
δx
)
δy
(
∂w
∂y
+
∂^2 w
∂x∂y
δx
)
−Nxyδy
∂w
∂y
or
Nxy
∂^2 w
∂x∂y
δxδy+
∂Nxy
∂x
∂w
∂y
δxδy
neglectingtermsofalowerorder.Similarly,thecontributionofNyxis
Nyx
∂^2 w
∂x∂y
δxδy+
∂Nyx
∂y
∂w
∂x
δxδy
ThecomponentsarisingfromthedirectforcesperunitlengtharereadilyobtainedfromFig.7.12,
namely,
(
Nx+
∂Nx
∂x
δx
)
δy
(
∂w
∂x
+
∂^2 w
∂x^2
δx
)
−Nxδy
∂w
∂x
or
Nx
∂^2 w
∂x^2
δxδy+
∂Nx
∂x
∂w
∂x
δxδy
andsimilarly
Ny
∂^2 w
∂y^2
δxδy+
∂Ny
∂y
∂w
∂y
δxδy