Page 254 - Intro to Tensor Calculus
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               Axis of Symmetry

                   If in addition to three planes of symmetry there is an axis of symmetry then the material (crystal) is
                                                 1
               termed hexagonal. Assume that the x axis is an axis of symmetry and consider the effect of the transfor-
               mation
                                                     1
                                                1
                                                                      3
                                                            2
                                               x = x ,     x = x 3   x = −x  2
               upon the constitutive equations. It is left as an exercise to verify that the constitutive equations reduce to
               the form where there are 7 independent constants having either of the forms
                                                                              
                                          e 1     s 11  s 12  s 12  0  0  0      σ 1
                                                 s 21  s 22  s 23  0  0
                                         e 2                            0   σ 2 
                                                                              
                                                 s 21  s 23  s 22  0  0
                                         e 3                            0   σ 3 
                                                 0     0   0   s 44  0
                                            =                                 
                                         e 4                            0   σ 4 
                                                                              
                                          e 5      0    0   0    0   s 44  0     σ 5
                                          e 6      0    0   0    0    0  s 66    σ 6
               or
                                                                             
                                          σ 1     c 11  c 12  c 12  0  0  0     e 1
                                                 c 21  c 22  c 23  0  0
                                        σ 2                             0   e 2 
                                                                              
                                       
                                                 c 21  c 23  c 22  0  0
                                                                                   .
                                        σ 3                             0   e 3 
                                                 0     0   0   c 44  0
                                            =                             
                                        σ 4                             0   e 4 
                                                                             
                                          σ 5      0    0   0    0   c 44  0    e 5
                                          σ 6      0    0   0    0   0   c 66   e 6
                                                                    2
                   Finally, if the material is completely symmetric, the x axis is also an axis of symmetry and we can
               consider the effect of the transformation
                                                             2
                                                                 2
                                                                        3
                                                      3
                                                1
                                              x = −x ,      x = x ,    x = x 1
               upon the constitutive equations. It can be verified that these transformations reduce the Hooke’s law
               constitutive equation to the form
                                                                              
                                         e 1      s 11  s 12  s 12  0  0  0     σ 1
                                                 s 12  s 11  s 12  0  0
                                        e 2                             0   σ 2 
                                                                              
                                                 s 12  s 12  s 11  0  0
                                                                                    .                (2.4.17)
                                        e 3                             0   σ 3 
                                                 0    0    0   s 44  0
                                           =                              
                                        e 4                             0   σ 4 
                                                                              
                                         e 5       0   0    0    0  s 44  0     σ 5
                                         e 6       0   0    0    0   0   s 44   σ 6
                   Materials (crystals) with atomic arrangements that exhibit the above symmetries are called isotropic
               materials. An equivalent form of (2.4.17) is the relation
                                                                             
                                          σ 1     c 11  c 12  c 12  0  0  0     e 1
                                                 c 12  c 11  c 12  0  0
                                        σ 2                             0   e 2 
                                                                             
                                                 c 12  c 12  c 11  0  0
                                                                                   .
                                        σ 3                             0   e 3 
                                                 0     0   0   c 44  0
                                            =                             
                                        σ 4                             0   e 4 
                                                                             
                                          σ 5      0    0   0    0   c 44  0    e 5
                                          σ 6      0    0   0    0   0   c 44   e 6
                   The figure 2.4-1 lists values for the elastic stiffness associated with some metals which are isotropic 1
               1 Additional constants are given in “International Tables of Selected Constants”, Metals: Thermal and
               Mechanical Data, Vol. 16, Edited by S. Allard, Pergamon Press, 1969.
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