will have to be continually or intermittently replenished by
changing the solution in the test.
5.1.5 Corrosion products may have undesirable effects on a
chemical product. The amount of possible contamination can
sometimes be estimated from the loss in mass of the specimen
or from the changes in the chemical composition of the test
environment. This is discussed in more detail in 9.8.3.
5.1.6 Corrosion products from the specimen may influence
the corrosion rate of the metal itself or of different metals
exposed at the same time. For example, the accumulation of
cupric ions in the testing of copper alloys in intermediate
strengths of sulfuric acid will accelerate the corrosion of
copper alloys, as compared to the rates that would be obtained
if the corrosion products were continually removed. It may be
necessary to expose only alloys of the same general type in the
same testing apparatus unless it is known that no interactions
will occur.
5.1.7 Specimen corrosion testing is frequently designed to
investigate general corrosion only. There are a number of other
forms of corrosion of which one shall be aware in the design
and interpretation of corrosion tests.
5.1.7.1 Galvanic corrosion may be investigated by special
devices that couple one specimen to another in electrical
contact. The behavior of the specimens in this galvanic couple
is compared with that of insulated specimens exposed on the
same holder. It should be observed, however, that galvanic
corrosion can be greatly affected by the area ratios of the
respective metals, the separation between the metals, and the
conductivity of the electrolyte. The coupling of corrosion
specimens then yields only qualitative results, as a particular
specimen reflects only the relationship between these two
metals at the particular area ratio involved. Galvanic corrosion
testing is further discussed in ASTM Guide G71, ASTM Guide
G82, and ASTM Practice G116.
5.1.7.2 Crevice corrosion or concentration cell corrosion
may occur where the metal surface is partially blocked from
the corroding liquid as under a spacer or supporting hook. It is
necessary to evaluate this localized corrosion separately from
the overall mass loss. Crevice corrosion testing is further
discussed in ASTM Test Methods G48 and ASTM Guide G78.
5.1.7.3 Selective corrosion at the grain boundaries (for
example, intergranular corrosion of sensitized austenitic stain-
less steels) will not be readily observable in mass loss
measurements unless the attack is severe enough to cause grain
dropping, and often requires microscopic examination of the
specimens after exposure. This type of corrosion may also
result in loss of strength or ductility of materials. Such losses
can be evaluated by mechanical property determinations before
and after exposure to the test environment. Testing for selective
corrosion is further discussed in ASTM Practices A262 and
G110, ASTM Test Methods G28,G34,G66,G67,G108, and
ASTM Guide G112 and ISO 3651-1, ISO 3651-2, ISO 9400,
ISO 11846, and ISO 11881.
5.1.7.4 Dealloying or “parting” corrosion is a condition in
which one constituent is selectively removed from an alloy, as
in the dezincification of brass or the graphitization of cast iron.
Close attention and a more sophisticated evaluation than a
simple mass loss measurement are required to detect this
phenomenon. Dealloying testing is further discussed in ISO
6509.
5.1.7.5 Certain metals and alloys are subject to a highly
localized type of attack called pitting corrosion. This cannot be
evaluated by mass loss alone. Pitting is a statistical phenom-
enon and the incidence of pitting may be directly related to the
area of metal exposed. For example, a small specimen is not as
prone to exhibit pitting as a large one and it is possible to miss
the phenomenon altogether in the corrosion testing of certain
alloys, such as the AISI Type 300 series stainless steels in
chloride-containing environments. Pitting testing is further
discussed in ASTM Guide G46, ASTM Test Methods G48, and
ISO 8993, ISO 8994, and ISO 11463.
5.1.7.6 Most metals and alloys are subject to environmen-
tally assisted cracking under some circumstances. This crack-
ing occurs under conditions of applied or residual tensile stress,
and it may or may not be visible to the unaided eye or upon
casual inspection. A metallographic examination may confirm
the presence of environmentally assisted cracking. This usually
occurs with no significant loss in mass of the test specimen,
although certain refractory metals are an exception to these
observations. Generally, if cracking is observed on the
specimen, it can be taken as positive indication of
susceptibility, whereas failure to exhibit this phenomenon
means that it did not occur under the duration and specific
conditions of the test. Separate and special techniques are
employed for the specific evaluation of the susceptibility of
metals and alloys to environmentally assisted cracking. Mul-
tiple standards from many different organizations are available
to describe stress-corrosion cracking tests.
5.2 The use of welded specimens is sometimes desirable,
because some welds may be cathodic or anodic to the parent
metal and may affect the corrosion rate.
5.2.1 The heat-affected zone is also of importance but
should be studied separately because welds on test specimens
may not adequately reproduce heat input or size effects of
full-size vessels.
5.2.2 Corrosion of a welded specimen is normally localized
and not representative of the entire surface and therefore
separate thickness losses should be determined in the weld
metal, heat-affected zone, and base metal.
5.2.3 A complete discussion of corrosion testing of welded
specimens or the effect of heat treatment on the corrosion
resistance of a metal is not within the scope of this guide.
However, important factors to be considered include the
welding technique to be used, the filler metal chemistry, and
whether the weld will be ground smooth, cleaned, passivated,
or left as-welded.
5.3 Cast and wrought alloys considered equivalent often
have somewhat different chemical composition and metallur-
gical structure, resulting in different corrosion resistances in
identical service conditions. Therefore, caution should be used
in selecting representative test materials.
5.4 Additional discussion of testing considerations is con-
tained in ISO 11845.
NACE TM0169/G31 − 21 (2025)
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