Evolution of ultimate pressure of randomly corroded pipes based on stochastic numerical analysis and CNN

Research on corroded pressure pipelines is of great importance, given their critical role in industries including oil and gas, chemical processing, water distribution, and power generation. Corrosion is among the most detrimental factors impacting pressure pipeline safety. Via stochastic finite element analysis, this study explores the degradation law of external ultimate pressure for randomly corroded pipelines concerning the mass loss rate χ . It also examines the effect of axial loading on the radial pressure of such pipelines and clarifies how geometric dimensions (characterized by diameter-to-thickness ratio) and material yield strength impact their ultimate radial compressive bearing capacity. Furthermore, a reduction coefficient is proposed to quantify the degradation of corroded pipelines' ultimate compressive bearing capacity. Results show that the study's conclusions apply to pressure pipelines of various strength grades. Meanwhile, a theoretical simplified formula for the reduction coefficient—covering the range of diameter-to-thickness ratios commonly used in engineering practice—is established. Moreover, an optimized convolutional neural network (CNN) is introduced to effectively predict the reduction coefficient for corroded pipelines with varying diameter-to-thickness ratios. Overall, this research lays a foundation for the safety assessment of corroded pressure pipelines. • Degradation law of ultimate radial pressure with the mass loss ratio. • Propose the reduction coefficient Θ and its simplified formula. • Construct the full workflow to achieve efficient and intelligent evaluation of corroded pipes.

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Publication Details

Journal
Journal of Constructional Steel Research
Published
2026-02-05
DOI
https://doi.org/10.1016/j.jcsr.2026.110276
Primary Topic
Structural Integrity and Reliability Analysis
Type
article
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Evolution of ultimate pressure of randomly corroded pipes based on stochastic numerical analysis and CNN

N. Zhang, Zhongwei Zhao, Pengyuan Li, Zhancai Lao
Journal of Constructional Steel Research
Structural Integrity and Reliability Analysis
article

Evolution of ultimate pressure of randomly corroded pipes based on stochastic numerical analysis and CNN

N. Zhang, Zhongwei Zhao, Pengyuan Li, Zhancai Lao
article en

Abstract

Research on corroded pressure pipelines is of great importance, given their critical role in industries including oil and gas, chemical processing, water distribution, and power generation. Corrosion is among the most detrimental factors impacting pressure pipeline safety. Via stochastic finite element analysis, this study explores the degradation law of external ultimate pressure for randomly corroded pipelines concerning the mass loss rate χ . It also examines the effect of axial loading on the radial pressure of such pipelines and clarifies how geometric dimensions (characterized by diameter-to-thickness ratio) and material yield strength impact their ultimate radial compressive bearing capacity. Furthermore, a reduction coefficient is proposed to quantify the degradation of corroded pipelines' ultimate compressive bearing capacity. Results show that the study's conclusions apply to pressure pipelines of various strength grades. Meanwhile, a theoretical simplified formula for the reduction coefficient—covering the range of diameter-to-thickness ratios commonly used in engineering practice—is established. Moreover, an optimized convolutional neural network (CNN) is introduced to effectively predict the reduction coefficient for corroded pipelines with varying diameter-to-thickness ratios. Overall, this research lays a foundation for the safety assessment of corroded pressure pipelines. • Degradation law of ultimate radial pressure with the mass loss ratio. • Propose the reduction coefficient Θ and its simplified formula. • Construct the full workflow to achieve efficient and intelligent evaluation of corroded pipes.

Journal of Constructional Steel ResearchVol. 240
Liaoning Technical University (CN), Decai Decoration (China) (CN)
Openalex Percentile: Top 65%
Structural Integrity and Reliability Analysis
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