Page 169 - Pipelines and Risers
P. 169

142                                                              Chapier IO

           P(*) is  the  probability  of  a  combined  wave  and  current  induced  flow  event.  f,  is  the
           dominating vibration  frequency  of  the  considered  pipe  response  and  Tfif, is  the  time  of
           exposure to fatigue load effects.


           Applying the partial safety factors, the above equations my be re-expressed as
                DM = +~f”(YSS(Y, ,Yi...))”P(*) 5 ?l                           (10.4)


           where yf, yk and ys denote partial safety factors for natural  frequency, damping  (stability
           parameter)  and  stress  range,  respectively.  For  normal  safety  class,  it  is  suggests  that
                     and
           y~p=~=1.3 yd.6.
           10.2.4  Fatigue Damage Calculated using Time-Domain Solution
           The fatigue damage may be evaluated independently for each sea-state of the scatter diagram
           in terms of R, Tp and 6,  as below.
                                                                              (10.5)


           where:
                P(*)  is the joint probability of occurrence for the given sea state in terms of significant
                    wave height H,, wave peak period Tp, mean wave direction.

                dFuC denotes the long term distribution function for the current velocity. The notation
                    “max” denotes that the mode associated with the largest contribution to the fatigue
                    damage must be applied when several potential vibration modes may be active at
                    a given current velocity.


           In the Time Domain analysis, the irregular wave induced short term particle velocity at pipe
           level is represented by regular waves for a range of wave frequencies.


           The stress range is calculated in  the Time Domain Force model for each sea-state with  a
           constant value of wave induced velocity amplitude but for a range of  current velocities, from
           zero to a maximum value with nearly zero probability of  occurrence. The calculated stress
           ranges are used when evaluating the integral in Equation (10.5).  For each sea-state, the fatigue
           damage associated with each current velocity is multiplied by the probability of occurrence of
           the  current velocity. When  stress ranges for  all  sea-states  are  obtained through the  force
           model, the fatigue damage is calculated using Equation (10.5).
           10.2.5  Fatigue Damage Calculated Using Frequency Domain Sofution
           -   Fatigue Damage for One Sea-State
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