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268                       A. BLiCZYNSKf AND G. GLINKA

            THE NOTCH TIP STRESS-STRAM RELATIONS

            The load or any other parameter representing the load is usually given in the form of the nominal
            or reference stress being proportional to the  remote applied load and the  stress concentration
            factor ICt.  However, the use of the stress concentration factor, K,,  is not sufficient in the case of
            multiaxial stress states near the notch tip because it supplies information about only one stress
            component. Therefore the fictitious “linear elastic” stresses which would exist near the notch tip
            in the absence of plasticity are used in the method discussed below. In the case of notched bodies
            in plane stress or plane strain state the relationship between the load and the elastic-plastic notch
            tip strains and stresses in the localized plastic zone is often approximated by the Neuber rule [l]
            or the Equivalent Strain Energy Density (ESED) equation [2]. It was shown later [3,4] that both
            methods can be  extended  for multiaxial proportional and non-proportional modes  of  loading.
            Similar methods  were also proposed by Hoffman and  Seeger [ 51 and Barkey et al.  [6 1. All
            methods consist of two parts namely the constitutive equations and the relationships linking the
            fictitious linear elastic stress-strain state (oi;,~ij? at the notch tip with the actual elastic-plastic
            stress-strain response (G{,Ei;),   as shown in Fig. 2.













                                                                         Ee


















            Fig. 2. Stress states in geometrically identical elastic and elastic-plastic bodies subjected to
            identical boundary conditions.

             The Neuber rule [2,3] for proportional loading, where the Hencky stress-strain relationships are
            applicable, can be written for the uni-axial and multiaxial stress state in the form of equation (sa)
            and (5b) respectively.


             t&&i2 = a;&?  (uniaxial stress state)                             (54
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