Introduction to Aircraft Structural Analysis (Elsevier Aerospace Engineering)

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228 CHAPTER 7 Bending of Thin Plates


Fig.7.9


Plate element subjected to bending, twisting, and transverse loads.


centroidofthefacesoftheelement.Fromtheprevioussections,


Mx=

∫t/^2

−t/ 2

σxzdzMy=

∫t/^2

−t/ 2

σyzdzMxy=(−Myx)=−

∫t/^2

−t/ 2

τxyzdz

Inasimilarfashion,


Qx=

∫t/^2

−t/ 2

τxzdzQy=

∫t/^2

−t/ 2

τyzdz (7.15)

ForequilibriumoftheelementparalleltoOzandassumingthattheweightoftheplateisincluded
inq


(
Qx+

∂Qx
∂x

δx

)

δy−Qxδy+

(

Qy+

∂Qy
∂y

δy

)

δx−Qyδx+qδxδy= 0

or,aftersimplification,


∂Qx
∂x

+

∂Qy
∂y

+q= 0 (7.16)
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