A Study on Burst Pressure of Carbon Steel Pipe with Different Wall Thinning

The pipes of energy plants and ocean structures are subject to local wall thinning, resulting from severe erosion-corrosion damage. Therefore, evaluation of failure pressure and fracture behavior of pipes must be necessary for getting integrity of them. This study investigated the failure behavior of carbon steel pipes with varying degrees of localized wall thinning under internal pressure conditions. The parameters included wall thinning shape, length, and depth. Failure mode was influenced by internal pressure, wall thinning length, and depth. A thickness ratio of 0.2 or more could safely withstand the internal pressure. Acoustic emission (AE) signals were detected when plastic deformation began. The dominant frequencies were found in the ranges of 78~195 kHz and 292~351 kHz.

Authors

Publication Details

Journal
Journal of Power System Engineering
Published
2025-02-28
DOI
https://doi.org/10.9726/kspse.2025.29.1.038
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

A Study on Burst Pressure of Carbon Steel Pipe with Different Wall Thinning

Jung‐Kyu Lee
Journal of Power System Engineering
Geotechnical Engineering and Underground Structures
article

A Study on Burst Pressure of Carbon Steel Pipe with Different Wall Thinning

Jung‐Kyu Lee
article en

Abstract

The pipes of energy plants and ocean structures are subject to local wall thinning, resulting from severe erosion-corrosion damage. Therefore, evaluation of failure pressure and fracture behavior of pipes must be necessary for getting integrity of them. This study investigated the failure behavior of carbon steel pipes with varying degrees of localized wall thinning under internal pressure conditions. The parameters included wall thinning shape, length, and depth. Failure mode was influenced by internal pressure, wall thinning length, and depth. A thickness ratio of 0.2 or more could safely withstand the internal pressure. Acoustic emission (AE) signals were detected when plastic deformation began. The dominant frequencies were found in the ranges of 78~195 kHz and 292~351 kHz.

Journal of Power System EngineeringVol. 29(1)
Openalex Percentile: Top 95%
Geotechnical Engineering and Underground Structures
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