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183

                                                     is
        where  T'"  (unit in hours)  is the duration of service T,,  0, the long-term  based, average fatigue
        damage caused by cell wy of WSD in T, ;  is the average number of cycles per unit time of a short-
        term response corresponding to cell wV of WSD, wave direction a, and loading pattern AI&.,   = nqkjTs
        (unit in  lhour). With Eq. 6, D can be further simplified. For a two-segment S-N curve as shown in
        Figure 10, the total damage in T,  (unit in years) can be represented by
                             m
                       DzTf,2'  r(F + 1)  I: fi/uk~u~~~ Pr(U&)Pr(A/ X20ij~)~    (8)
                                                 Pr(Wg)
                          K         i,j.k.l
                     y(?+  I,u)-K(%h'y(-+   '   1.u)
        in  which  P,,~/ = I-   K'&        , integral  y(p,x)  = jrp-1 exp(-r)dr  is  the  incomplete
                              '(5 + I)                   O
                                      I
        gamma   function,  and   u=uiikl =-(--")  S  2  .  in   which   the   rain   flow   correction
                                       2"ijkl
        h(m,eiikl) = a(m) + (1 - a(m)}(l -E~~)~(~) introduced to improve the counting of cycles of
                                           been
                                        has
        the  stress  fluctuation.  h  can  be  determined  by  curve  fitting  (Wirsching,  1980)  as
        a(m) = 0.926 - 0.033m and  b(m) = 1 S87m - 2.323. The two-segment S-N curve consists of the first
        segment (K' , m') for 0 I s 5 s,, and the second segment (K, m) for s 2sq, where  m'  = m + Am .  For a
        one-segment S-N curve, pqk, = I.

        From Eq. 7 or 8, the annualized fatigue damage D can be determined by letting T,=l  year. When D =
        1, T, (T',)  becomes the fatigue life TL. Therefore, after considering the safety factorf,  the fatigue life
        can be represented as
                                          1
                                     r, =-                                      (9)
                                         fsD
        Table 5  lists the fatigue life and annualized  fatigue damage with respect to the wave environments
        W156 and W391 using the JONSWAP and Bretschneider wave spectra, respectively. In this example,
        the S-N curve in Figure 10 is utilized. It is found that the fatigue life under a more severe environment
        (W156, in the North Sea) is much shorter than that under a more benign one (W391, in the Gulf of
        Mexico). Also, the choice of wave spectrum can have significant effects on the fatigue damage. The
        fatigue life predicted by using the JONSWAP spectrum is shorter (worse) than that predicted by using
        the Bretschneider spectrum in this example.
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