Page 371 - Marine Structural Design
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Part I11

                                                                Fatigue and Fracture



                 Chapter 18  Fatigue Loading and Stresses


                 18.1  Introduction
                 Marine structures may be exposed to a variety of loads during their life cycle. The loads are
                 commonly classified as follows
                    Functional loads
                 -  Deadloads
                 -  LiveLoads
                 . Environmental Loads
                 -  Sea Loads (waves and currents)
                 -  Wind Loads
                 -  Seismic Loads
                    Accidental loads
                 All loads that vary in magnitude and/or direction will cause stress variations in the structure,
                 which  may  lead  to  fatigue  damage.  Live  loads  and  environmental  loads  are  especially
                 important in this aspect. The environmental loads are dominating for the main part of marine
                 structures.  The  waves  and  currents  are  considered  the  most  important  sources  of
                 environmental loads acting on marine structures. Moored floating structures are also sensitive
                 to wind loads.
                 Fatigue loading is one of the key parameters in the fatigue analysis. It is the long-term loading
                 during the fatigue damage process. Various studies have been conducted on fatigue loading on
                 marine structures, to characterize the sea environment, the structural response, and a statistical
                 description.  The  sea  environment  is  generally  characterized by  the  wave  spectrum.  The
                 structural response is determined using hydrodynamic theory and finite element analysis.
                 The objective of this Chapter is to present a general procedure for long-term fatigue stress
                 described using Weibull distribution function. Other methods of fatigue loading include design
                 wave approach and wave scatter diagram approach. The Weibull stress distribution function
                 has been  used in the simplified fatigue assessment (see Chapter 19),  while the wave  scatter
                 diagram approach is applied in frequency-domain fatigue analysis and  time-domain fatigue
                 analysis (See Chapter 20).
                 Some of the earlier research on fatigue loads has been  summarized by Almar-Naess (1985).
                 Recent developments in this field may be found in Baltrop (1998) and papers such as Chen
                 and Shin (1995) and ISSC committee reports.
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