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214                               Mechanical Behaviour of Composites

                            Global strains                Global stresses
                  4.2%  0        0 0.23% 4 07% 0   -47   0     0  57   -19.50










                       0  02%423% 0       0  0.07%   0   47   -57  0   0  19.5



                                             .. ._ ......   .....





                                .    . _       ........................
                                               ........   .....




                         €1    €2       'y12          01            02    712
                (b)
                         Fig. 3.23  Stresses and strains, Example 3.12: (a) global; (b) local


                 Note, to assist the reader the values of the terms in the matrices are
                A =  2.22 x 105  1.93 x  16  x                         000
                     17.52;  105  2.22 x 105

                                                                      [o  0  01
                                     0       2.39 x 105  IN/-    B=  0  0  0
                     [  2.01;   lo6   -2.31  x
                 u =  -2.31  x        7.82 x           0  ] (N/mm)-'
                                          0       4.17 x
                D= [    5.25 x lo6   2.24 x lo6   -1.75  x lo6
                                                   2.38 x lo6 1
                                     1.84 x lo6  -9.042  x lo5  Nmm,
                        2.24 x lo6
                      -1.75  x lo6  -9.04  x 16
                        4.34 x  10-~ -4.57  x  10-~ 1.46 x  10-~
                      -4.57  x        1.14 x      9.75 x     1  (NIIMI)-'
                        1.46 x  10-~  9.75 x  io-8  5.63 x  10-~
                The  solution  method  using  the  Plate  Constitutive  Equation  is  therefore
              straightforward and very powerful. Generally a computer is needed to handle
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