Page 399 - Aircraft Stuctures for Engineering Student
P. 399

380  Stress analysis of aircraft components

            constant between adjacent booms. Suppose that the shear flow in the panel 21 is qZl.
            Then from symmetry and using the results of Table 10.3

                                49 8  = 49 IO  = ql6 1  = q2 1
                                q32  = qS7   ‘?loll  = q1516 = 30.3 + q21

                                q43 = q76  = 411 12  = q1415 = 53.5 + 921
                                q54  = 965 = 912 13  = q13 14  = 66.0 + q21
            The resultant of these shear flows is statically equivalent to the applied shear load so
            that

                         4(29.oq21 + 82.5932 + 123.7q43 + 145.8q54) = 100 x  lo3
            Substituting for 932, q43 and q54 from the above we obtain
                                  4(381q21  + 18740.5) = 100 x  lo3
            whence
                                         q21 = 16.4N/mm
            and
                     932  = 46.7 N/mm,  q43 = 69.9 N/mm,  q54 = 83.4N/mm etc.
            The shear flow distribution due to the applied torque is, from Eq. (10.18)

                                         15 x  lo6
                                    = 2 x 4.56 x  105  = 16.4N/mm
            acting in an anticlockwise sense completely around the section. This value of shear
            flow is now superimposed on the shear flows produced  by the shear load; this gives
            the solution shown in Fig. 10.13, i.e.

                                   q21 = 16.4 + 16.4 = 32.8 N/mm
                                  q161  = 16.4 - 16.4 = 0 etc.





            We have seen in Chapters 7 and 9 that wing sections consist of thin skins stiffened by
            combinations  of  stringers,  spar  webs  and  caps  and  ribs.  The  resulting  structure
            frequently comprises one, two or more cells and is highly redundant.  However, as
            in the case of fuselage sections, the large number  of closely spaced stringers allows
            the assumption  of a constant  shear flow in the skin between adjacent  stringers so
            that a wing section may be analysed as though it were completely idealized as long
            as the direct stress carrying capacity of the skin is allowed for by additions to the
            existing stringer/boom areas. We shall investigate the analysis of multicellular wing
            sections subjected  to bending,  torsional and shear loads, although, initially, it will
            be instructive to examine the special case of an idealized three-boom shell.
              The wing section shown in Fig.  10.15 has been idealized into an arrangement  of
            direct-stress carrying booms and shear-stress-only carrying skin panels. The part of
   394   395   396   397   398   399   400   401   402   403   404