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Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 December 2015
DOI: 10.31399/asm.tb.cpi2.t55030033
EISBN: 978-1-62708-282-2
... Abstract This chapter concentrates on the better-known and widely studied phenomenon of pitting corrosion of passive metals. The discussion focuses on different parameters that influence pitting corrosion, namely environment, metal composition, potential, temperature, surface condition...
Abstract
This chapter concentrates on the better-known and widely studied phenomenon of pitting corrosion of passive metals. The discussion focuses on different parameters that influence pitting corrosion, namely environment, metal composition, potential, temperature, surface condition, and inhibitors. It also provides information on various stages of pitting: passive film breakdown, metastable pitting, pit growth, and pit stifling or death.
Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 August 1999
DOI: 10.31399/asm.tb.caaa.t67870045
EISBN: 978-1-62708-299-0
... Abstract Pitting is the most common corrosion attack on aluminum alloy products. This chapter explains why pitting occurs and how it appears in different types of aluminum. It discusses pitting rates, pitting potentials, and pitting resistance as well as testing and prevention methods. It also...
Abstract
Pitting is the most common corrosion attack on aluminum alloy products. This chapter explains why pitting occurs and how it appears in different types of aluminum. It discusses pitting rates, pitting potentials, and pitting resistance as well as testing and prevention methods. It also discusses the problem of crevice corrosion and how it is influenced by crevice geometry and operating environment. The discussion covers the most common forms of crevice corrosion, including water staining, poultice corrosion, and filiform corrosion, along with related testing and prevention methods.
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Published: 30 November 2013
Fig. 11 Cavitation pitting fatigue. (a) Cavitation pitting on a gray cast iron diesel-engine cylinder sleeve. The pitted area is several inches long, and the pits nearly penetrated the thickness of the sleeve. Note the clustered appearance of the pits at preferred locations. (b) Cavitation
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Published: 01 December 2008
Fig. 25 Variation of critical pitting temperature with pitting resistance equivalent number (PREN) of austenitic steels in water plus 6% FeCl e . Source: Ref 26
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Published: 01 December 2008
Fig. 23 Critical pitting temperature versus pitting resistance equivalent number (PREN); SUS 329J4L = S31260, YUS 270 = S31254. Source: Ref 26
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Published: 01 November 2012
Fig. 25 Cavitation pitting fatigue. (a) Cavitation pitting on a gray cast iron diesel engine cylinder sleeve. The pitted area is several inches long, and the pits nearly penetrated the thickness of the sleeve. Note the clustered appearance of the pits at preferred locations. (b) Cavitation
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Published: 01 July 2000
Fig. 7.1 Examples of pitting corrosion. (a) Pitting and subsequent cracking in a chromium-plated copper sink-drain trap. (b) Pitting in a stainless steel thermos-bottle liner. (c) Pitting in a brass condensate line. (d) Mounds (or tubercles) associated with microbiologically influenced
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Published: 01 July 2000
Fig. 7.22 Correlation between the critical pitting temperature and critical pitting potential of 17 high-performance alloys. The alloys are: (1) 317LM, (2) 3RE60, (3) AF22, (4) 44LN, (5) FERRALIUM ALLOY 255, (6) 20CB-3 Alloy, (7) URANUS 86, (8) 2545LX, (9) JESSOP 700, (10) JESSOP 777, (11
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Published: 01 August 1999
Fig. 1 Comparison of pitting and intergranular corrosion morphologies. (a) Pitting-type corrosion in the surface of an aircraft wing plank from an alloy 7075–T6 extrusion. (b) Intergranular corrosion in alloy 7075–T6 plate. Grain boundaries were attacked, causing the grains to separate. Both
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Published: 01 August 1999
Fig. 2 Pitting corrosion of an aluminum alloy 2014–T6 sheet. Pitting occurred during the manufacturing cycle. Note the intergranular nature of the pit. 150×
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in Metallurgy and Alloy Compositions
> Powder Metallurgy Stainless Steels: Processing, Microstructures, and Properties
Published: 01 June 2007
Fig. 2.7 Relationship between number of corrosion pits formed and pitting resistance equivalence number (PREN) for three powder metallurgy 400-series stainless steels. ABS, antilock brake sensor
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Published: 01 December 2006
Fig. 5 Thiosulfate pitting in the HAZ of a type 304 stainless steel welded pipe after paper machine white-water service. Source: Ref 4
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Published: 01 December 2006
Fig. 9 Critical pitting temperature versus molybdenum content for commercial austenitic stainless steels tested in 10% FeCl 3 . Resistance to pitting, as measured by the critical pitting temperature, increases with molybdenum content and decreases after autogenous tungsten inert gas welding
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Published: 01 December 2006
Fig. 12 Pitting of underalloyed (relative to base metal) type 308L weld metal. The type 316L stainless steel base metal is unaffected. About 2.5×
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Published: 01 December 2006
Fig. 34 Pitting corrosion associated with stainless steel wire brush cleaning on the back of a type 316L stainless steel test coupon after bleach plant exposure. Source: Ref 4
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Published: 01 December 2006
Fig. 39 (a) Optical and (b) scanning electron micrographs of pitting in the unmixed zone of Fe-Cr-Ni-Mo stainless steel plates that were gas tungsten arc welded with an overalloyed filler metal. The unmixed zones were preferentially attacked in an oxidizing acid chloride solution at elevated
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Published: 01 December 2006
Fig. 40 Pitting of a superaustenitic stainless steel weld metal associated with molybdenum depletion during solidification. Source: Ref 23
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Published: 01 December 2006
Fig. 7 Effect of ferrite-austenite balance on pitting resistance of Fe-22Cr-5.5Ni-3.0Mo-0.12N gas tungsten arc stainless steel welds. Source: Ref 3
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Published: 01 December 2006
Fig. 8 Plot of pitting temperature versus oxygen content of backing gas for Fe-22Cr-5.5Ni-3Mo-0.15N and Fe-23Cr-4Ni-0.1N duplex stainless steels tested in 3% NaCl and 0.1% NaCl solutions, respectively, both at anodic potential of +300 mV. Source: Ref 13
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Published: 01 December 2006
Fig. 9 Pitting corrosion resistance of base metal relative to weld metal placed in 6 wt % FeCl 3 solution for 24 h duration per ASTM 648 (method A). Source: Ref 14
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