Page 189 - Corrosion Engineering Principles and Practice
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164    C h a p t e r   6                                                                                          R e c o g n i z i n g   t h e   F o r m s   o f   C o r r o s i o n    165


                          14.  Nature of abrasive treatment and preliminary washing with
                             various liquids
                          15.  Character of the scratch line
                          16.  Effect of corrosion in the neighborhood (protective action of
                             a recent scratch-line for a less recent one)
                         A  number  of  statistical  transformations  have  since  then  been
                      proposed to quantify the distributions in pitting variables. Gumbel is
                      given  the  credit  for  the  original  development  of  extreme  value
                      statistics (EVS) for the characterization of pit depth distribution [10].
                      The EVS procedure is to measure maximum pit depths on several
                      replicate  specimens  that  have  pitted,  then  arrange  the  pit  depth
                      values  in  order  of  increasing  rank.  The  Gumbel  or  extreme  value
                      cumulative probability function [F(x)] is shown in Eq (6.1), where l
                      and  a  are  the  location  and  scale  parameters,  respectively.  This
                      probability function can be used to characterize data sets and estimate
                      the extreme pit depth that possibly can affect a system.
                                                     x − l 
                                       F x) = exp   −exp   −  a       (6.1)
                                        (
                                                          
                      6.3.2  Crevice Corrosion
                      Crevice corrosion occurs in cracks or crevices formed between mating
                      surfaces of metal assemblies, and usually takes the form of pitting or
                      etched patches. Both surfaces may be of the same metal or of dissimilar
                      metals, or one surface may be a nonmetal as shown in Fig. 6.20. It can
                      also occur under scale and surface deposits and under loose fitting


























                      FIGURE 6.20  Large holes created in a bridge structural steel by the presence
                      of rocks. (Courtesy Kingston Technical Software)
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