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The Influence of Static Mean Stresses Applied Normal to the Maximum Shear Planes in ___   143


            Appendix : NOMENCLATURE

                   BHN         Brinell hardness number
                    E          Young's modulus
                    E          Local strain
                   f;k         Constant  for Findley's parameter
                    k          Constant  for Fatemi and Socie parameter
                     Y         Engineering shear strain
                    P          Parameter
                               Local stress
                               Yield stress


                               Shear stress ratio,  Tm$mx
                    S          Stress
                    S*         Empirical constant in Modified Kandil, Brown and Miller parameter
                    z         Local shear stress
                    h         Ratio between T, and oa


            SUBSCRIPTS, SUPERSCRIPTS AND OPERATORS

                   1, 2, 3    Orthogonal principal stress/strain coordinates
                   axial      Value of variable in axial direction
                   HOOP       Value of variable in hoop direction
                    int       Value of variable when crack faces are interference free
                   mar        Maximum value of the variable during the load cycle
                   mean       Value of static variable normal to the maximum shear planes
                    n         Value of variable normal to the crack plane
                    no        Value of  static variable perpendicular to the maximum shear strain
                              amplitude
                 static mean   Value of static variable normal to the maximum shear planes

                    A          Range of variable during the loading cycle
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