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190   •  Chapter 6    /    Mechanical Properties of Metals

                       EXAMPLE PROBLEM 6.5

                         Calculation of Strain-Hardening Exponent
                         Compute the strain-hardening exponent n in Equation 6.19 for an alloy in which a true stress
                         of 415 MPa (60,000 psi) produces a true strain of 0.10; assume a value of 1035 MPa (150,000 psi)
                         for K.

                         Solution
                         This requires some algebraic manipulation of Equation 6.19 so that n becomes the dependent
                         parameter. This is accomplished by taking logarithms and rearranging. Solving for n yields

                                                 log s T - log K
                                             n =
                                                    log P T
                                                 log(415 MPa) - log(1035 MPa)
                                              =                             = 0.40
                                                           log(0.1)





            6.8    ELASTIC RECOVERY AFTER
                   PLASTIC DEFORMATION

                                Upon release of the load during the course of a stress–strain test, some fraction of the total
                                deformation is recovered as elastic strain. This behavior is demonstrated in Figure 6.17,
                                a schematic engineering stress–strain plot. During the unloading cycle, the curve traces
                                a near straight-line path from the point of unloading (point D), and its slope is virtually
                                identical to the modulus of elasticity, or parallel to the initial elastic portion of the curve.
                                The magnitude of this elastic strain, which is regained during unloading, corresponds to
                                the strain recovery, as shown in Figure 6.17. If the load is reapplied, the curve will traverse
                                essentially the same linear portion in the direction opposite to unloading; yielding will
                                again occur at the unloading stress level where the unloading began. There will also be an
                                elastic strain recovery associated with fracture.



                                Figure 6.17  Schematic tensile stress–
                                strain diagram showing the phenomena
                                of elastic strain recovery and strain                 D
                                hardening. The initial yield strength   y i
                                                  is the yield
                                is designated as s y 0 ; s y i    y 0
                                strength after releasing the load at point
                                D and then upon reloading.                      Unload
                                                                       Stress







                                                                             Reapply
                                                                               load
                                                                                                    Strain

                                                                                 Elastic strain
                                                                                  recovery
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