Page 525 - Marine Structural Design
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Chapter 28 Probability and Risk Based Inspection Planning             501


                  The detectable crack  size aD  is related to  a specified inspection method  and modeled as a
                  stochastic variable reflecting the actual probability of detection (POD) curve. Among several
                  formulations of POD available, the commonly used exponential distribution is selected in this
                  case:
                       P,(a,)  = 1 - exp( -?)

                                                                                      (28.6)
                  where h is the mean detectable crack size.
                  Crack Detected and Measured
                  If a crack is detected and measured for a weld detail i, this inspection event can be written as

                       1p.i (tr)=  am  -ai  ('1)
                             = Y(a,)-Y(ao)-Civot,E;A"T(l+~)  =O
                                                                                      (28.7)
                  where, a,,, is  the measured crack  size at time tI  and  regarded as  a random variable due to
                  uncertainties involved in sizing. "(a) is a function reflecting the damage accumulation from
                  zero to crack size a and is defined as (Paris and Erdogn, 1963, Newman and Raju, 1981),





                  Repair Events
                  The inspection itself does not increase the reliability of the structures, but it makes possible to
                  take  the  necessary corrective actions like repair  if  a  crack is  detected.  After  repair,  it  is
                  assumed that the material parameters and initial crack size follow the previous models but are
                  statistical independent. This repair event based on crack detected and measured is the same as
                  given by Equation (28.7), i.e. IR=I,,.  After repair the failure event also needs to be modified as
                  discussed below.
                  Reliability Updating Through Repair
                  If a crack is detected, measured and repaired, statistical properties of the material are expected
                  to be the same magnitude but statistically independent. Weld  defects, aR,  after (underwater)
                  repair depends upon the repair and post-repair treatment methods (grind, aRg or weld, aRw).
                  Here it is assumed to follow the same model as a. The new safety margb after repair, MR(t),
                 becomes




                                                                                      (28.8)


                 where, fR is the repair time. Parameters aR, CR, mR  are assumed to follow the previous models
                 but are statistically independent.
                 Updated failure probability for repaired structural details is written as
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