The test should be carried out in accordance with a recognized standard such
as ASTM B858. This standard is applicable to copper alloys and not specifically to high
manganese austenitic steel. Consequently, the following additional non-standard test
should be performed:
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.1 Specimens should be prepared in accordance with standards ISO
7539-2 and ISO 16540. The specimens should be bent, prior to testing, using the
four points bending test under constant strain. The total maximum strain of the
sample should be equal to the yield strength of the material at atmospheric
temperature. Strain gauges should be applied to measure the strain applied. In
the case of welded specimens, strain gauges should be applied to each side of
the welded joint. The sample should be constrained to maintain its form during
testing.
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.2 Two specimens (one welded and one base metal) should each be
immersed in the following four ammonia environments for a period of 30 days:
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.1 liquid phase ammonia environments, obtained by cooling of ammonia
below liquefaction temperature with the following liquid ammonia
compositions:
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.2 gas phase ammonia environments, at ambient temperature and atmospheric
pressure with the following compositions:
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Stress corrosion cracking tests should be performed in agreement
with requirements of standards ISO 7539 and ISO 16540.
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.3 Test report should provide all procedures, set up data,
examinations, information about the environment, in agreement with standard ISO
16540 and include:
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.1 the orientation, types and dimensions of specimens;
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.2 four points bending test set up data;
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.3 target stress and applied deflection;
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.4 strain measurement procedures;
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.5 loading procedures; and
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.6 test environment.
Test acceptance criteria
After immersion, all specimens should be examined for stress corrosion cracking under an
optical microscope with proper magnification. The location and the number of cracks
should be specified, and a dye penetrant test performed to confirm the results as
necessary. For welded joints, the location of cracks should be described as located in
the base metal, weldment or HAZ. If no superficial crack is observed, a longitudinal cut
should be done at two different locations and a cross section examination with proper
magnification should be performed. The presence of any corrosion pitting and the maximum
depth should be reported. The results should be approved by the Administration.