Question 27.13: Figure P.27.13 shows a portion of the undersurface of a wing......

Figure P.27.13 shows a portion of the undersurface of a wing comprising two outer longerons, two central stringers, and skin panels. The wing includes a cut-out for the undercarriage bay and may be assumed to be attached to a rigid bulkhead at its left-hand end. Aerodynamic calculations show that for a particular loading case, the end loads in the outer longerons are equal to P_{0}, as is the end load on the central stringer. If the wing skin is effective only in shear and has a shear modulus G while the direct stresses are carried by the longerons and stringer, each having a Young’s modulus E, determine the distribution of load in the stringer 9 10. What are the values of the loads in portions 32 and 67 of the longerons?

p.27.13
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Referring to Fig.S.27.13(a), the panel is symmetrical about a horizontal axis so that the shear flows q_{1} may be chosen as shown.
Consider the element \delta z δz of the longeron 34 shown in Fig.S.27.13(b).
For equilibrium of the element in the z direction,

P_{\mathrm{{A}}}+{\frac{\partial P_{\mathrm{{A}}}}{\partial z}}-P_{\mathrm{{A}}}-q_{1}=0

from which

{\frac{\partial P_{\mathrm{A}}}{\partial x}}=q_{1}          (i)

Similarly, from Fig.S.27.13(c) for the stringer 9 10,

\frac{\partial P_{\mathrm{B}}}{\partial z}=-2q_{1}          (ii)

Now, from the overall equilibrium of a length z of the end panel,

2P_{\mathrm{{A}}}+P_{\mathrm{{B}}}=3P_{\mathrm{{o}}}          (iii)

The compatibility condition is shown in Fig.S.27.13(d).
Then

(1+\epsilon_{\mathrm{A}})\delta z=(1+\epsilon_{\mathrm{B}})\delta z+{\frac{\partial y_{1}}{\partial z}}\delta z\,d

Since γ is a function of z, only the partial derivative may be replaced by the full derivative. Also, γ=q/Gt, so that simplifying and rearranging the above equation we have

{\frac{\mathrm{d}q_{1}}{\mathrm{d}z}}={\frac{G t}{d E}}\left({\frac{P_{\mathrm{A}}}{A}}-{\frac{P_{\mathrm{B}}}{B}}\right)        (iv)

From Eq.(iii),

P_{\mathrm{{A}}}={\frac{1}{2}}(3P_{\mathrm{{o}}}-P_{\mathrm{{B}}})

Substituting in Eq. (iv) for q_{1} from Eq. (ii) and for P_{\mathrm{{A}}} and rearranging gives

\frac{\partial^{2}P_{\mathrm{B}}}{\partial z^{2}}-\frac{G t(2A+B)}{d E A B}P_{\mathrm{B}}=\frac{-3G t P_{\mathrm{o}}}{d E A}

the solution of which is

P_{\mathrm{B}}=C\cosh\mu z+D\sinh\mu z+{\frac{3B}{2A+B}}P_{\mathrm{o}}

where \displaystyle{\mu}^{2}=\frac{G t(2A+B)}{d E A B}

When z=0,P_{\mathrm{B}}=P_{\mathrm{o}}, which gives

C={\frac{2(A-B)}{2A+B}}P_{0}

When z=L,P_{\mathrm{B}}=0, which gives

D=\frac{1}{\sinh\mu L}\Bigg[\frac{-2P_{\mathrm{o}}(A-B)}{2A+B}{\cosh \mu L-\frac{3B}{2A+B}P_{\mathrm{o}}\Bigg]}

Therefore,

P_{\mathrm{B}}={\frac{P_{\mathrm{o}}}{24+B}}\bigg\{2(A-B)\cosh\mu z-\big[2(A-B)\cosh\mu L+3B\big]{\frac{\sinh\mu z}{\sinh\mu L}}+3\mathrm{B}\bigg\}

From simple equilibrium, the load in each of the longerons 32 and 67 is 3P_{\circ}{/2}.

s.27.13.a
s.27.13.b
s.27.13.c
s.27.13.d

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