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528  Matrix methods of structural analysis



                                       -a+c      b+c    -a+c    b-c     -2c   -2b
                                         b+c     a+c  -b+c      a-c     -2c   -2a
                                     1  -a+c  -b+c       a+c    -b-c    -2c   2b
                         [4T[wl           -      a-c    -b-c    a+c     2c   -2a
                                    16
                                  =
                                         -2c     -2c     -2c      2c    4c    0
                                       -  -2b    -2a      2b     -2a     0    4a







                                  1  -a+c    -b+c     a+c  -b-c      -2c   2b
                            [Ke] =-
                                  4  b-c      a-c    -b-c    a+c     2c  -2a
                                      -2c     -2c     -2c      2c    4c    0
                                      -2b     -2a      2b     -2a     0    4a



                  12.8.3  Stiffness matrix for a quadrilateral element


                  Quadrilateral elements are frequently used in combination with triangular elements to
                  build up particular geometrical shapes.
                    Figure 12.14 shows a quadrilateral element referred to axes Oxy and having corner
                  nodes, i, j, k and  I;  the nodal  forces and  displacements are also  shown and  the




                                YA
                                                Fy,Il v,         t











                                   F., i* ui
                                              i

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