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1656_C003.fm  Page 103  Monday, May 23, 2005  5:42 PM









                           3      Elastic-Plastic Fracture

                                   Mechanics




                       Linear elastic fracture mechanics (LEFM) is valid only as long as nonlinear material deformation
                       is confined to a small region surrounding the crack tip. In many materials, it is virtually impossible
                       to characterize the fracture behavior with LEFM, and an alternative fracture mechanics model is
                       required.
                          Elastic-plastic fracture mechanics applies to materials that exhibit time-independent, nonlinear
                       behavior (i.e., plastic deformation). Two elastic-plastic parameters are introduced in this chapter:
                       the crack-tip-opening displacement (CTOD) and the J contour integral. Both parameters describe
                       crack-tip conditions in elastic-plastic materials, and each can be used as a fracture criterion. Critical
                       values of CTOD or J give nearly size-independent measures of fracture toughness, even for relatively
                       large amounts of crack-tip plasticity. There are limits to the applicability of J and CTOD (Section 3.5
                       and Section 3.6), but these limits are much less restrictive than the validity requirements of
                       LEFM.


                       3.1 CRACK-TIP-OPENING DISPLACEMENT

                       When Wells [1] attempted to measure K values in a number of structural steels, he found that
                                                        Ic
                       these materials were too tough to be characterized by LEFM. This discovery brought both good
                       news and bad news: High toughness is obviously desirable to designers and fabricators, but Wells’
                       experiments indicated that the existing fracture mechanics theory was not applicable to an important
                       class of materials. While examining fractured test specimens, Wells noticed that the crack faces
                       had moved apart prior to fracture; plastic deformation had blunted an initially sharp crack, as
                       illustrated in Figure 3.1. The degree of crack blunting increased in proportion to the toughness of
                       the material. This observation led Wells to propose the opening at the crack tip as a measure of
                       fracture toughness. Today, this parameter is known as CTOD.
                          In his original paper, Wells [1] performed an approximate analysis that related CTOD to the
                       stress intensity factor in the limit of small-scale yielding. Consider a crack with a small plastic
                       zone, as illustrated in Figure 3.2. Irwin [2] postulated that crack-tip plasticity makes the crack
                       behave as if it were slightly longer (Section 2.8.1). Thus, we can estimate the CTOD by solving
                       for the displacement at the physical crack tip, assuming an effective crack length of a + r . From
                                                                                                y
                       Table 2.2, the displacement r  behind the effective crack tip is given by
                                              y
                                                     κ +1     r    4     r
                                                  u  y    K =  I  y  =  K I  y                    (3.1)
                                                      2 µ    2 π  E′    2 π

                       where E′ is the effective Young’s modulus, as defined in Section 2.7. The Irwin plastic zone correction
                       for plane stress is

                                                               
                                                                K 
                                                            1
                                                                 I
                                                        r =  2πσ YS   2                         (3.2)
                                                               
                                                         y
                                                               
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