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416  Stress analysis of aircraft components

                 structure so that loads are redistributed in the vicinity of the cut-out affecting loads in
                 the skin, stringers, ribs and frames of the wing and fuselage. Frequently these regions
                 must be heavily reinforced resulting in unavoidable weight increases.


                  10.5.1  Cutats in wings


                  Initially we shall consider the case of a wing subjected to a pure torque in which one
                  bay  of  the  wing  has  the  skin on  its undersurface removed.  The method is best
                 illustrated by a numerical example.

                  Example 10.15
                 The structural portion of a wing consists of a three-bay rectangular section box which
                 may be assumed to be hly attached at all points around its periphery to the aircraft
                  fuselage  at its inboard end. The skin on the undersurface of the central bay has been
                  removed and the wing is subjected to a torque of  lOkNm at its tip (Fig.  10.53).
                  Calculate the shear flows in the skin panels and spar webs, the loads in the corner
                 hges and the forces in the ribs on each side of the cut-out assuming that the spar
                 hges carry all the-direct loads while the skin panels and spar webs are effective
                  only in shear.

                    If the wing structure were continuous and the effects of restrained warping at the
                  built-in  end  ignored,  the  shear  flows  in  the  skin  panels  would  be  given  by
                  Eq. (9.49), i.e.
                                         T      10 x lo6
                                     q=--                 = 31.3N/m~l
                                         2A - 2 x 200 x 800








                  Statio
















                                                                     I
                  Fig.  10.53  Three-bay wing structure with cut-out of Example 10.1 5.
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