Page 187 - T. Anderson-Fracture Mechanics - Fundamentals and Applns.-CRC (2005)
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1656_C003.fm  Page 167  Monday, May 23, 2005  5:42 PM





                       Elastic-Plastic Fracture  Mechanics                                         167


                       where
                          R = void radius
                         R  = initial radius
                          o
                         s  = mean (hydrostatic) stress
                          m
                         s  = effective (von Mises) stress
                          e
                          Failure, in this case, is assumed when the void radius reaches a critical value.

                       Stable Crack Growth

                       Consider an infinite body  that contains a crack that is growing in a stable, self-similar, and
                                            10
                       quasistatic manner. If the crack has grown well beyond the initial blunted tip, dimensional analysis
                       indicates that the local stresses and strains are uniquely characterized by the far-field J integral, as
                       stated in Equation (3.69). In light of this single-parameter condition, the integrand of Equation
                       (A3.52) becomes

                                                              J    
                                                        Ω  Ω =    σ o r  θ ,                (A3.54)


                       We can restrict this analysis to q = 0 by assuming that the material on the crack plane fails during
                       Mode I crack growth. For a given material point on the crack plane, r decreases as the crack grows,
                       and the plastic strain increases. If strain increases monotonically as this material point approaches
                       the crack tip, Equation (A3.54) permits writing Ω as a function of the von Mises strain:

                                                          Ω  Ω = (ε eq )                        (A3.55)


                       Therefore the local failure criterion is given by


                                                      Θ  c  ∫  ε * Ω =  ( ε  e  q  d ) ε  e  q  (A3.56)
                                                            0
                       where e* is the critical strain (i.e., the von Mises strain at r = r*). Since the integrand is a function
                       only of e , the integration path is the same for all material points ahead of the crack tip, and e*
                              eq
                       is constant during crack growth. That is, the equivalent plastic strain at r* will always equal e*
                       when the crack is growing. Based on Equation (3.69) and Equation (A3.54), e* is a function only
                          *
                       of r  and the applied J:
                                                                Jr
                                                         ε   ε* =  *( , *)                      (A3.57)
                                                *
                       Solving for the differential of e  gives

                                                          ∂ ε    ∂ ε *  *
                                                    dε* =    dJ +    dr *                       (A3.58)
                                                           J ∂   ∂ r *

                       Since e* and r* are both fixed, de* = dr* = dJ = 0.


                       10  In practical terms ‘‘infinite’’ means that external boundaries are sufficiently far from the crack tip so that the plastic zone
                       is embedded within an elastic singularity zone.
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