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                                                                                     Failures Resulting from Static Loading  239
                       Figure 5–21
                                                         Brittle behavior                 Ductile behavior
                       Failure theory selection
                       flowchart.
                                                                < 0.05             ≥ 0.05
                                                                             f




                                                    No           Yes               No            Yes
                                                                                          ·
                                                        Conservative?                   S  = S ?
                                                                                         yt
                                                                                            yc

                                                Mod. Mohr     Brittle Coulomb-Mohr Ductile Coulomb-Mohr
                                                 (MM)             (BCM)         (DCM)
                                                Eq. (5–32)       Eq. (5–31)    Eq. (5–26)   No           Yes
                                                                                                Conservative?




                                                                                      Distortion-energy  Maximum shear stress
                                                                                         (DE)             (MSS)
                                                                                        Eqs. (5–15)       Eq. (5–3)
                                                                                        and (5–19)

                                               namely, Coulomb Mohr, or modified Mohr. Figure 5–21 provides a summary flowchart for
                                               the selection of an effective procedure for analyzing or predicting failures from static
                                               loading for brittle or ductile behavior. Note that the maximum-normal-stress theory is
                                               excluded from Fig. 5–21 as the other theories better represent the experimental data.

                                     5–12      Introduction to Fracture Mechanics

                                               The idea that cracks exist in parts even before service begins, and that cracks can grow
                                               during service, has led to the descriptive phrase “damage-tolerant design.” The focus of
                                               this philosophy is on crack growth until it becomes critical, and the part is removed
                                               from service. The analysis tool is linear elastic fracture mechanics (LEFM). Inspection
                                               and maintenance are essential in the decision to retire parts before cracks reach cata-
                                               strophic size. Where human safety is concerned, periodic inspections for cracks are
                                               mandated by codes and government ordinance.
                                                  We shall now briefly examine some of the basic ideas and vocabulary needed for
                                               the potential of the approach to be appreciated. The intent here is to make the reader
                                               aware of the dangers associated with the sudden brittle fracture of so-called ductile
                                               materials. The topic is much too extensive to include in detail here and the reader is
                                               urged to read further on this complex subject. 9


                                               9 References on brittle fracture include:
                                                H. Tada, P. C. Paris, and G. R. Irwin, The Stress Analysis of Cracks Handbook, 3rd ed., ASME Press,
                                               New York, 2000.
                                                D. Broek, Elementary Engineering Fracture Mechanics, 4th ed., Martinus Nijhoff, London, 1985.
                                                D. Broek, The Practical Use of Fracture Mechanics, Kluwar Academic Pub., London, 1988.
                                                David K. Felbeck and Anthony G. Atkins, Strength and Fracture of Engineering Solids, 2nd ed.,
                                               Prentice-Hall, Englewood Cliffs, N.J., 1995.
                                                Kåre Hellan, Introduction to Fracture Mechanics, McGraw-Hill, New York, 1984.
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