2017
DOI: 10.1007/s11223-017-9897-x
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Corrosive and Mechanical Degradation of Pipelines in Acid Soils

Abstract: The effect of in-service degradation on the deformation behavior of the material of gas mains in soil acid electrolytes has been studied, and it has been shown that depending on the concentration of the corrosive components of the environment, the strain increment can be up to 20-30%. It has been found that in soil acid electrolytes, degraded pipeline steel shows a tendency to sudden strain jumps, which can cause spontaneous depressurization of the pipeline.

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Cited by 16 publications
(15 citation statements)
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“…We can conclude that the chloride-sulfate electrolytes are much more dangerous from the point of view of corrosion. This is due to many factors, the most important of which is synergistic action of corrosive ions Cland SO 4 2found in previous studies [6] and cause the significant localization of corrosion processes. The same reason leads to accelerated growth of existing defects caused by the formation of galvanic couples "the old surface -the newly formed surface" or others with a similar mechanism.…”
Section: Resultsmentioning
confidence: 95%
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“…We can conclude that the chloride-sulfate electrolytes are much more dangerous from the point of view of corrosion. This is due to many factors, the most important of which is synergistic action of corrosive ions Cland SO 4 2found in previous studies [6] and cause the significant localization of corrosion processes. The same reason leads to accelerated growth of existing defects caused by the formation of galvanic couples "the old surface -the newly formed surface" or others with a similar mechanism.…”
Section: Resultsmentioning
confidence: 95%
“…Such corrosion-mechanical behavior of pipe steel can be explained by synergistic effect of corrosion and mechanical factors as the level of stress, as shown by the results of the tests in the air is insufficient for such a long intense deformation rate. A major factor, that cause reduction of pipeline steel bearing capacity is the corrosion influence of soil electrolyte (due to the formation of new and development of existing defects) [4,[6][7]21].This evidenced by the kinetics of deformation on the air with virtually the last horizontal section.…”
Section: Resultsmentioning
confidence: 99%
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