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Chapter 20 Spectral Fatigue Analysis and Design                        385

                 In addition to the weld toe, which is the most usual site for fatigue cracking to occur, all load
                 carrying fillet welds and partial penetration butt welds must be evaluated to assess possible
                 weld throat failure. To avoid this type of failure, it is necessary to ensure that these joints are
                 adequately dimensioned. This may  be  achieved using the Class W  design S-N curve. One
                 should note that the maximum shear stress range is associated with the class W design S-N
                 curve.
                 Structural Details
                 The  UK  DEn  fatigue design  and  assessment  guidelines provide  sketches, which provide
                 assistance  in  the  S-N  classification  of  structural  details.  According to  UK  DEn  (1990)
                 guidelines, joints are subdivided into the following types:
                    Metal free from welding
                    Continuous welds essentially parallel to the direction of applied stress
                    Transverse butt welds
                    Weld attachments on the surface of a stressed member
                    Load-carrying fillet and T butt welds
                    Details in welded girders
                 The UK DEn Curves were developed based on small test specimens. In the S-N classification
                 of structural details, the users first carefully relate the fatigue stress in tests with the stress of
                 structural details under consideration. For example, the fatigue stress in the test for the weld
                 shown in Figure 20.2a, would be the tensile stress, S,  on the cross-section, but for the weld
                 shown in Figure 20.2b,  it would  be SCF  S , where SCF is the stress concentration factor
                 caused by the hole. This is due to the fact that at point x, the stress near the weld is SCF S .
                 However, for a small cutout in Figure 20.4c, the stress concentration due to the small hole
                 shall not be included since micro-structural effects have been included in the S-N curves.

                                           ts















                                                                   C
                            Figure 20.2  Explanation of Fatigue Stress When Weld is Situated in
                                        Region of Stress Concentration Resulting from Structure’s
                                        Gross Shape
                 Theoretically, structural details  should be  classified and  considered for  each  loading step
                 throughout the fatigue analysis since different loading steps result in different applied loading
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