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                       358                                 Fracture Mechanics: Fundamentals and Applications























                                                             (a)




















                                                             (b)

                       FIGURE 8.3 Load-displacement and load-pseudo-displacement curves for viscoelastic materials: (a) linear
                       viscoelastic material, and (b) nonlinear viscoelastic material.

                       for a nonlinear viscoelastic material (Figure 8.3(b)), the material nonlinearity can be decoupled
                       from the time-dependent nonlinearity.
                          The viscoelastic J integral can be defined from the load-pseudo-displacement curve:
                                                           ∂   ∆ e  
                                                                    e
                                                     J =−     ∫  Pd                            (8.13)
                                                                   ∆
                                                            a ∂
                                                      v
                                                               0    ∆ e  
                                                                                         e
                       where P is the applied load in a specimen of unit thickness. Assume that the P-∆  curve obeys a
                       power law:
                                                                 e N
                                                          P  M =  ()                             (8.14)
                                                               ∆
                       where M and N are time-independent parameters; N is a material property, while M depends on
                       both the material and geometry. For a linear viscoelastic material,  N  = 1, and  M is the elastic
                       stiffness. Inserting Equation (8.14) into Equation (8.13) leads to
                                                           ∆
                                                             e N+1
                                                     J =−  ()      ∂ M                       (8.15)
                                                      v
                                                            N +1    a ∂  ∆ e
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