226 CHAPTER 7 Bending of Thin Plates
Fig.7.7
Determination of shear strainγxy.
∂w/∂yinthexzandyzplanes,respectively.Consideringtherotationofsuchanelementinthexzplane,
asshowninFig.7.7,weseethatthedisplacementuinthexdirectionofapointadistancezbelowthe
neutralplaneis
u=−∂w
∂xzSimilarly,thedisplacementvintheydirectionis
v=−∂w
∂yzHence,substitutingforuandvintheexpressionforγxy,wehave
γxy=− 2 z∂^2 w
∂x∂y(7.13)
fromwhichEq.(7.12)
Mxy=G∫t/^2−t/ 22 z^2∂^2 w
∂x∂ydzor
Mxy=Gt^3
6∂^2 w
∂x∂yReplacingGbytheexpressionE/ 2 ( 1 +ν)establishedinEq.(1.50)gives
Mxy=Et^3
12 ( 1 +ν)∂^2 w
∂x∂y