Page 239 - Intro to Tensor Calculus
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                   Consider now a small element of volume inside a material medium. With reference to the figure 2.3-
                            ~
                              c
               17(a) we let ~a, b,~ denote three small arbitrary independent vectors constructed at a general point P within
                                                                          ~
               the material before any external forces are applied. We imagine ~a, b,~ as representing the sides of a small
                                                                            c
               parallelepiped before any deformation has occurred. When the material is placed in a state of strain the
                                                                                         ~ ~ ~
                                                     ~
               point P will move to P and the vectors ~a, b,~c will become deformed to the vectors A, B, C as illustrated in
                                    0
                                             ~ ~ ~
               the figure 2.3-17(b). The vectors A, B, C represent the sides of the parallelepiped after the deformation.



















                                          Figure 2.3-17. Deformation of a parallelepiped



                                                                          ~
                                                                            c
                   Let ∆V denote the volume of the parallelepiped with sides ~a, b,~ at P before the strain and let ∆V  0
                                                                                                 ~ ~ ~
               denote the volume of the deformed parallelepiped after the strain, when it then has sides A, B, C at the
               point P . We define the ratio of the change in volume due to the strain divided by the original volume as
                      0
               the dilatation at the point P. The dilatation is thus expressed as
                                                         0
                                                      ∆V − ∆V
                                                 Θ=             = dilatation.                         (2.3.65)
                                                         ∆V
                      i
               Since u ,i =1, 2, 3 represents the displacement field due to the strain, we use the result from equation
                                                      ~ ~ ~
               (2.3.64) and represent the displaced vectors A, B, C in the form
                                                         i
                                                             i
                                                                  i
                                                       A = a + u a  j
                                                                  ,j
                                                                 i
                                                             i
                                                         i
                                                       B = b + u b  j                                 (2.3.66)
                                                                  ,j
                                                             i
                                                         i
                                                                 i
                                                       C = c + u c  j
                                                                  ,j
                       ~
                         c
               where ~a, b,~ are arbitrary small vectors emanating from the point P in the unstrained state. The element of
               volume ∆V, before the strain, is calculated from the triple scalar product relation
                                                          ~
                                                                      i j k
                                                 ∆V = ~a · (b × ~)= e ijk a b c .
                                                              c
                                       0
               The element of volume ∆V , which occurs due to the strain, is calculated from the triple scalar product
                                                                            k
                                                      ~
                                                                       i
                                                              ~
                                                                         j
                                                          ~
                                                  0
                                               ∆V = A · (B × C)= e ijk A B C .
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