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1656_C003.fm  Page 156  Monday, May 23, 2005  5:42 PM





                       156                                 Fracture Mechanics: Fundamentals and Applications


                          Recall the J-CTOD relationship (Equation (3.44)) derived from the strip-yield model. Let us
                       define an effective stress intensity for elastic-plastic conditions in terms of the J integral:

                                                          K  eff  J  E ≡                        (A3.11)


                       Combining Equation (3.44), Equation (A3.10) and Equation (A3.11) gives

                                                                    πσ    12 /
                                                K  eff  = σ  YS  π  a    8  ln sec          (A3.12)
                                                              π 2   σ YS   
                                                                     2
                       which is the strip-yield plastic zone correction given in Equation (2.81) and plotted in Figure 2.33.
                       Thus the strip-yield correction to K  is equivalent to a J-based approach for a nonhardening material
                                                   I
                       in plane stress.


                       A3.2 THE J CONTOUR INTEGRAL
                       Rice [4] presented a mathematical proof of the path independence of the J contour integral. He
                                                             *
                       began by evaluating J along a closed contour Γ  (Figure A3.2):


                                                    J* =  *  ∫    wdy −  T i  u ∂  i  ds   (A3.13)
                                                         Γ          x ∂  

                       where the various terms in this expression are defined in Section 3.2.2. Rice then invoked the
                       divergence theorem to convert Equation (A3.13) into an area integral:


                                                J* = ∫    ∂ w  −  ∂  σ ij  u ∂     dx dy  (A3.14)
                                                                     i
                                                          x A* ∂  ∂ x  j    x ∂   


























                       FIGURE A3.2 Closed contour Γ* in a two-dimensional solid.
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