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                       68                                    Fracture Mechanics: Fundamentals and Applications





















                                                     (a)                          (b)















                                                               FIGURE 2.34 Crack-tip plastic zone shapes estimated
                                                               from the elastic solutions (Table 2.1 and Table 2.3)
                                                               and the von Mises yield criterion: (a) Mode I
                                         (c)                   (b) Mode II and (c) Mode III.

                       where ε , σ , α, and n are material constants. We will examine the above relationship in more detail
                             o
                                o
                       in Chapter 3. For now, it is sufficient to note that the exponent n characterizes the strain-hardening
                       rate of a material. Dodds et al. analyzed materials with n = 5, 10, and 50, which corresponds to
                       high, medium, and low strain-hardening, respectively. Figure 2.35 shows the contours of constant
                       σ  for n = 50. The definition of the elastic-plastic boundary is somewhat arbitrary, since materials
                        e
                       that can be described by Equation (2.86) do not have a definite yield point. When the plastic zone
                       boundary is defined at σ  = σ  (the 0.2% offset yield strength), the plane strain plastic zone is
                                           e
                                               YS
                       considerably smaller than predicted by Equation (2.85b). Defining the boundary at a slightly lower












                                                               FIGURE 2.35 Contours of constant effective stress
                                                               in Mode I, obtained from finite element analysis.  The
                                                                                                  a
                                                               elastic-plastic boundary estimated from Equation (2.85a)
                                                               is shown for comparison.

                       a  Taken from Dodds, R.H., Jr., Anderson, T.L., and Kirk, M.T., International Journal of Fracture, Vol. 48, 1991.
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