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10.2 Fuselages  375
               10.2.1  Bending


               The skin/stringer arrangement is idealized into one comprising booms and skin as
               described in  Section 9.9. The direct stress in each boom is  then  calculated using
               either Eq. (9.6) or Eq. (9.7) in which the reference axes and the section properties
               refer to the direct stress carrying areas of the cross-section.

               Example 10.4
               The fuselage of a light passenger carrying aircraft has the circular cross-section shown
               in Fig. 10.11(a). The cross-sectional area of each stringer is 100mm2 and the vertical
               distances given in Fig.  10.1 l(a) are to the mid-line of the section wall at the corre-
               sponding stringer position.  If  the  fuselage is  subjected to  a  bending  moment  of
               200 kNm applied in  the vertical plane of  symmetry, at this section, calculate the
               direct stress distribution.



















                                        (a)
               Fig. 10.1 1  (a) Actual fuselage section; (b) idealized fuselage section.

                 The  section is first idealized using the  method described in  Section 9.9.  As  an
               approximation we shall assume that the skin between adjacent stringers is flat so that
               we may use either Eq. (9.70) or Eq. (9.71) to determine the boom areas. From symmetry
               B1   Bg,  Bz  = Bg  = Blo = B16,  B3  = B7  = B11  = B15,  B4  = B6  = Blz = B14  and
               B5 = BI3. From Eq. (9.70)
                                    0.8 x 149.6 (2 + :)   + 0.8 X  149.6 (  ;;)
                          B1  = loo+                                2+-
                                        6                    6
               i.e.

                            B1  = 100 +  Oa8   149.6 ( 2+- ;if::)  x 2 = 216.6mm2
                                          6

               Similarly B2 = 216.6mm2, B3 = 216.6mm2, B4 = 216.7mm2. We note that stringers
               5  and  13 lie  on the  neutral  axis  of  the  section and  are  therefore unstressed; the
               calculation of boom areas B5 and B13  does not then arise.
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