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Part I11

                                                                Fatigue and Fracture



                 Chapter 19  Simplified Fatigue Assessment

                 19.1  Introduction

                 Fatigue assessment of structural connections (tubular joints, plated connections, pipe welds
                 etc.) is one of the most critical issues in the design of marine structures such as ships, fixed
                 platforms,  floating  structures, pipelines,  risers  and  mooring  lines.  The  results  of  fatigue
                 assessment will influence costs and safety from several aspects:
                    Quality of the connection material
                    Quality of welding fabrication (such as welding, heat treatment, etc.)
                    Frequency of inspection and repairs
                    Consequence of potential fatigue failure and
                    Residual strength of partially damaged structural system
                 There are four key methodologies for the estimation of accumulated fatigue damages:
                 1.  Deterministic Fatigue Analysis
                 2.  Simplified  Fatigue  Assessment  -  assuming  that  the  stress  range  follows  a  Weibull
                    distribution (discussed in this Chapter)
                 3.  Spectral Fatigue Analysis (Chapter 20)
                 4.  Time-Domain Fatigue Analysis (Chapter 20)
                 5.  Fracture Mechanics-based Assessment of Fatigue Damages  (Chapter 21)
                 The first four methodologies estimate fatigue damages using the S-N  curve, while the  last
                 methodology is based on fkacture mechanics (FM) approach.
                 Fatigue  criteria  in  classifications rules  (such  as  ABS  (2002)  Steel  Vessel  Rules)  use  a
                 simplified fatigue assessment based on empirical values for the Weibull shape parameters. The
                 simplified fatigue assessment is also supported by API RP 2A (2001) for some cases.
                 This Chapter describes a simplified procedure for fatigue assessment based on a two parameter
                 Weibull distribution. The  Weibull  shape parameter depends on  the  wave climate and  the
                 character of the structural response, especially the possible influence of structural dynamics.
                 The fatigue evaluation result is very sensitive to the Weibull shape parameter. The advantage
                 of the simplified fatigue assessment is that closed form expression for fatigue damage may be
                 derived, and that the Webull shape parameter may be calibrated based on historical data of
                 fatigue cracks.
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