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
∂x
z
Similarly,thedisplacementvintheydirectionis
v=−
∂w
∂y
z
Hence,substitutingforuandvintheexpressionforγxy,wehave
γxy=− 2 z
∂^2 w
∂x∂y
(7.13)
fromwhichEq.(7.12)
Mxy=G
∫t/^2
−t/ 2
2 z^2
∂^2 w
∂x∂y
dz
or
Mxy=
Gt^3
6
∂^2 w
∂x∂y
ReplacingGbytheexpressionE/ 2 ( 1 +ν)establishedinEq.(1.50)gives
Mxy=
Et^3
12 ( 1 +ν)
∂^2 w
∂x∂y