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1656_C003.fm  Page 132  Monday, May 23, 2005  5:42 PM





                       132                                 Fracture Mechanics: Fundamentals and Applications







































                       FIGURE 3.25 Three stages of crack growth in an infinite body.


                       is caused by blunting. The crack-tip fields for Stage 1 are given by
                                                       σ ij  ()  EJ  
                                                                 ′
                                                             1
                                                       σ  o  =  F ij   σ  2 o r  θ ,         (3.61)

                       which is a restatement of Equation (3.60). The crack begins to grow in Stage 2. The crack-tip
                       stresses and strains are probably influenced by the original blunt crack tip during the early stages
                       of crack growth. Dimensional analysis implies the following relationship:
                                                     σ ij  ()  EJ  ∆ a 
                                                               ′
                                                            2
                                                     σ  o  =  F ij   σ  2 o  r  θ ,,  δ      (3.62)
                                                                     i
                       where d  is the CTOD at initiation of stable tearing. When the crack grows well beyond the initial
                             i
                       blunted tip, a steady-state condition is reached, where the local stresses and strains are independent
                       of the extent of crack growth:
                                                       σ ij  ()  EJ  
                                                                 ′
                                                             3
                                                       σ  o  =  F ij   σ  o 2 r  θ ,         (3.63)

                       Although Equation (3.61) and Equation (3.63) would predict identical conditions in the elastic-
                       singularity zone, the material in the plastic zone at the tip of a growing crack is likely to experience
                       a different loading history from the material in the plastic zone of a blunting stationary crack; thus
                        (1)
                             (3)
                       F  ≠ F  as r → 0. During steady-state crack growth, a plastic zone of constant size sweeps through
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