Page 170 - Pipelines and Risers
P. 170

Force Model and Wave Fatigue                                          143


        For narrow banded response, the accumulated damage of a sea-state may be expressed in the
        continuous form:
                   W)
             D,=, E-&
                =
                  N(S)
        where  n(S)dS represents the number of  stress ranges between S  and  S+dS. If  a stationary
        response process of duration TEfe is assumed, the total number of stress cycles will be:





        in which case, one can obtain:
             n(S)dS = Np(S)dS = v,T,,p(S)dS


        where p(S) is the probability density function for stress range S given by:
                  S
             pfS)
                 4u
        Then, one can obtain:





        using notation:





        and Gamma function:




        We may get:






        -  Fatimue Damage for All Sea-States


        From  the  damage  equation  for  one  sea-state,  one  may  easily  calculate  the  damage
        accumulated  for  all  sea-states.  If  the  response  process  is  wide  banded  process,  the
        Winching's Rain Flow Correction Factor is recommended to correct the conservatism due to
        narrow banded assumption (Wirsching and Light, 1980).
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