Page 66 - 4749
P. 66

1
                                           2
                                       2
           J               (       2  ),
            2    x  y  y  z   z x     xy   yz   zx
                                   4
                        1                       1
                              2
                                     2
           J         (          2  )      .
            3    x  y z     x  yz  y  xz  z  xy    xy  yz  zx
                        4                       4

           3.7 Generalized Hooke's law

             Using the principle of the independence of action of the forces
           (superposition),  volumetric  stress  state,  given  by  the  principal
           stresses, represented as the sum of three linear stress states  A ,  B
           and  C  (fig. 3.11).

                        2                               2
                             3                                         3

                1           1 =   1         1  +       +

                    3                                        3
                        2                              2
                                      А            В           С

                                     Figure 3.11

             Using the formulas (2.10) and (2.17), we write the expression of
           deformation for all three cases:
                                               
                          A
                                         A
                                    A
                  for  A :    1  ,          1  ;
                          1         2    3
                               E                E
                                               
                               B
                                            B
                          B
                  for  B :          2  ,    2  ;
                          1    3            2
                                       E         E
                                               
                               C
                          C
                                            C
                  for C :          3  ,    3  .
                          1    2            3
                                       E         E
             In  simultaneous  action  of  three  principal  stresses  the  full
           relative deformation

                                                                 B
                                                                     C
                                                            A
                                             B
                                                  C
                         B
                     A
                                        A
                              C
                         ;             ;             ,
                1   1    1    1     2   2    2    2    3    3   3    3
                  or
                                          66
   61   62   63   64   65   66   67   68   69   70   71