Page 151 - Introduction to Continuum Mechanics
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136 Lagrangian Strain Tensor























                            2
         Thus, As = AS V i + k , this result is the same as that of (b). We note that if k is small then
         As = AS to the first order of k.




                                          Example 3.24.2
           Consider the displacement components corresponding to a uniaxial strain field:




         (a) Calculate both the finite Lagrangian strain tensor E* and the infinitesimal strain tensor E,
         (b) Use the finite strain tensor E\i and the infinitesimal strain tensor EH to calculate — for
                                                                                  iiO
        the element AX = ASe^.
                               A C                 A
         (c) For an element AX = —/—(ej + e 2), calculate -rr from both the finite strain tensor E* and
                               V2                  Ai
        the infinitesimal strain tensor E.
           Solution, (a)





        Thus, the infinitesimal strain tensor gives
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