Fatigue Life of Long-Distance Natural Gas Pipelines with Internal Corrosion Defects Under Random Pressure Fluctuations

Long-distance natural gas pipelines with internal corrosion defects are susceptible to fatigue failure under operational pressure fluctuations, posing significant risks to infrastructure integrity and safety. To address this, the present study employs a finite element methodology, utilizing Ansys Workbench to model pipelines of various specifications with parametrically defined corrosion defects, and nCode DesignLife to predict fatigue life based on Miner’s linear cumulative damage theory. The S-N curve for X70 steel was directly adopted, while a power-function model was fitted for X80 steel based on standards. A cleaned real-world pressure-time history was used as the load spectrum. Parametric analysis reveals that defect depth is the most influential factor, with a depth coefficient increase from 0.05 to 0.25, reducing fatigue life by up to 67.5%, while the influence of defect width is minimal. An empirical formula for fatigue life prediction was subsequently developed via multiple linear regression, demonstrating good agreement with simulation results and providing a practical tool for the residual life assessment and maintenance planning of in-service pipelines.

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Publication Details

Journal
Buildings
Published
2026-01-21
DOI
https://doi.org/10.3390/buildings16020442
Primary Topic
Structural Integrity and Reliability Analysis
Type
article
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article

Fatigue Life of Long-Distance Natural Gas Pipelines with Internal Corrosion Defects Under Random Pressure Fluctuations

Zilong Nan, Chuan Cheng, Xingyu Zhou
Buildings
Structural Integrity and Reliability Analysis
article

Fatigue Life of Long-Distance Natural Gas Pipelines with Internal Corrosion Defects Under Random Pressure Fluctuations

Zilong Nan, Chuan Cheng, Xingyu Zhou
article en

Abstract

Long-distance natural gas pipelines with internal corrosion defects are susceptible to fatigue failure under operational pressure fluctuations, posing significant risks to infrastructure integrity and safety. To address this, the present study employs a finite element methodology, utilizing Ansys Workbench to model pipelines of various specifications with parametrically defined corrosion defects, and nCode DesignLife to predict fatigue life based on Miner’s linear cumulative damage theory. The S-N curve for X70 steel was directly adopted, while a power-function model was fitted for X80 steel based on standards. A cleaned real-world pressure-time history was used as the load spectrum. Parametric analysis reveals that defect depth is the most influential factor, with a depth coefficient increase from 0.05 to 0.25, reducing fatigue life by up to 67.5%, while the influence of defect width is minimal. An empirical formula for fatigue life prediction was subsequently developed via multiple linear regression, demonstrating good agreement with simulation results and providing a practical tool for the residual life assessment and maintenance planning of in-service pipelines.

BuildingsVol. 16(2)
Southwest Petroleum University (CN), Collaborative Innovation Center of Chemical Science and Engineering Tianjin (CN)
Industry, innovation and infrastructure
Openalex Percentile: Top 82%
Structural Integrity and Reliability Analysis
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