Page 403 - Corrosion Engineering Principles and Practice
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372    C h a p t e r   9                                                                                                       A t m o s p h e r i c   C o r r o s i o n    373



                              Khartoum, Egypt                    1
                              Abisco, North Sweden               3
                              Singapore, Malaysia                9
                              Daytona Beach, Fla. (Inland)       11
                              State College, Pa.                 25
                              South Bend, Pa.                    29
                              Miraflores, Canal Zone, Panama     31
                              Kure Beach, N.C., 250 m. from ocean    38
                              Sandy Hook, N.J.                   50
                              Kearny, N.J.                       52
                              Vandegrift, Pa.                    56
                              Pittsburgh, Pa.                    65
                              Frodingham, U.K.                 100
                              Daytona Beach, Fla., near ocean  138
                              Kure Beach, N.C., 25 m. from ocean  475
                      TABLE 9.5  Relative Atmospheric Corrosion Susceptibility of
                      Open-Hearth Steel

                         As shown in Table 9.5, it is impossible to give a corrosion rate for
                      steel in the atmosphere without specifying the location, composition,
                      and  certain  other  factors.  If  one  can  relate  exposure  conditions  to
                      those described in the literature, a fairly good estimate can be made
                      of the probable corrosion behavior of a selected material. However,
                      all aspects of the exposure of the metal surface must be considered.
                         A  high-strength  low-alloy  (HSLA)  steel,  also  called  weathering
                      steel,  may  show  an  advantage  in  corrosion  resistance  of  12:1  over
                      carbon steel when freely exposed in a mild environment. This is why
                      weathering  steel  has  been  the  choice  of  many  designers  for  the
                      construction of boldly exposed surfaces, from buildings to utility poles
                      (Fig. 9.45). While weathering steel does not require any particular care
                      once  installed,  it  may  suffer  surprising  corrosion  attack  in  crevice
                      areas. As the severity or the physical conditions of exposure change,
                      the HSLA steel will show less superiority. In crevices or on the backside
                      of structural forms in a corrosive atmosphere, HSLA steel will in fact
                      not perform better than plain carbon steel (Fig. 9.46).
                         Very little needs to be said about the behavior of stainless steels
                      (Types  200  and  300),  which  contain  high  percentages  of  nickel  and
                      chromium, except that they can keep their shiny aspect without tar-
                      nishing for many decades, as illustrated in “The Triad,” a tall sculpture
                      erected in the busy part of Toronto, Canada in 1984 (Fig. 9.47). Stainless
                      steel has also been used to great advantage in more notorious buildings
                      and monuments.
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