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1656_C003.fm  Page 124  Monday, May 23, 2005  5:42 PM





                       124                                 Fracture Mechanics: Fundamentals and Applications


                          While initiation toughness provides some information about the fracture behavior of a ductile
                       material, the entire R curve gives a more complete description. The slope of the R curve at a given
                       amount of crack extension is indicative of the relative stability of the crack growth; a material with
                       a steep R curve is less likely to experience unstable crack propagation. For J resistance curves, the
                       slope is usually quantified by a dimensionless tearing modulus:

                                                              E dJ
                                                         T =  σ o 2  da R                        (3.49)
                                                          R


                       where the subscript R indicates a value of J on the resistance curve.

                       3.4.1 STABLE AND UNSTABLE CRACK GROWTH
                       The conditions that govern the stability of crack growth in elastic-plastic materials are virtually
                       identical to the elastic case presented in Section 2.5. Instability occurs when the driving force curve
                       is tangent to the R curve. As Figure 3.20 indicates, load control is usually less stable than displacement
                       control. The conditions in most structures are somewhere between the extremes of load control and
                       displacement control.  The intermediate case can be represented by a spring in series with the
                       structure, where remote displacement is fixed (Figure 2.12). Since the  R curve slope has been
                       represented by a dimensionless tearing modulus (Equation (3.49)), it is convenient to express the
                       driving force in terms of an applied tearing modulus:
                                                             E  d   J  
                                                       T app  =  σ o 2    da   ∆ T             (3.50)



                       where ∆  is the total remote displacement defined as
                             T
                                                         ∆  T  ∆ =  +  CP                        (3.51)
                                                                  m

                       and C  is the system compliance. The slope of the driving force curve for a fixed ∆  is identical
                           m
                                                                                            T
                       to the linear elastic case (Equation (2.35)), except that G is replaced by J:
                                             dJ   =    J ∂     J ∂   ∆  ∂   C +  ∆  ∂    −1
                                                                  a 
                                            da  ∆ T    a ∂   −  ∂ P     ∂      m   ∂ P    (3.52)
                                                                               a
                                                                    P
                                                               a
                                                        P













                                                               FIGURE 3.20 Schematic  J driving force/R  curve
                                                               diagram which compares load control and displace-
                                                               ment control.
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