220 CHAPTER 7 Bending of Thin Plates
Fig.7.1
Plate subjected to pure bending.
Fig.7.2
(a) Direct stress on lamina of plate element; (b) radii of curvature of neutral plane.
σxandσyofanelementallaminaofthicknessδzadistancezbelowtheneutralplanearegivenby
εx=
z
ρx
εy=
z
ρy
(7.1)
ReferringtoEqs.(1.52),wehave
εx=
1
E
(σx−νσy)εy=
1
E
(σy−νσx) (7.2)