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384  Stress analysis of aircraft components











                                                -             -
                                  w  -  q  R  -  1              ~R-~R+I
                                               3               4
                                                       qR
                  Fig.  10.19  Shear flow distribution in the Rth cell of an N-cell wing section.


                    Consider the Rth cell of the wing section shown in Fig. 10.18. The rate of twist in
                  the cell is, from Eq. (9.42)

                                                                                    (10.23)

                  The shear flow in Eq. (10.23) is constant along each wall of the cell and has the values
                  shown in Fig. 10.19. Writing Jds/t for each wall as 6, Eq. (10.23) becomes




                  or, rearranging the terms in square brackets




                  In general terms, this equation may be rewritten in the form

                                                                                    (10.24)

                  in which 6R-I,R is J&/t  for the wall common to the Rth and (R - 1)th cells, 6, is
                  J&/t  for  all  the  walls  enclosing the  Rth  cell  and  ~5,+,,~ is  Jds/t  for  the  wall
                  common to the Rth and (R + 1)th cells.
                    The general form of Eq. (10.24) is applicable to multicell sections in which the cells
                  are connected consecutively, that is, cell I is connected to cell 11, cell I1 to cells I and I11
                  and so on. In some cases, cell I may be connected to cells I1 and I11 etc. (see problem
                  P.10.9) so that Eq. (10.24) cannot be used in its general form. For this type of section
                  the term $q(&/t)  should be computed by considering Jq(ds/t)  for each wall of a
                  particular cell in turn.
                    There are N  equations of the type (10.24) which, with Eq. (10.22), comprise the
                  N + 1 equations required to solve for the N  unknown values of shear flow and the
                  one unknown value of do/&.
                    Frequently, in practice, the skin panels and spar webs are fabricated from materials
                  possessing different properties such that the shear modulus G is not constant. The
                  analysis of such sections is simplified if the actual thickness t of a wall is converted
                  to a modulus-weighted thickness t*  as follows. For the Rth cell of an N-cell wing
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