3D fractal modeling of non-uniform corrosion in steel pipes: Failure behavior analysis and structural integrity assessment
• Random non-uniform corrosion on steel pipe was generated based on 3D fractal theory. • The impact of single-point corrosion on failure pressure and von Mises stress was studied. • The interaction limit distance under different corrosion distributions was determined. To address the limitations of conventional idealized geometric assumptions in evaluating the failure pressure of corroded steel pipes, this study proposes an integrated methodology combining three-dimensional (3D) fractal theory with finite element (FE) modeling to characterize the mechanical behavior of random non-uniform corrosion defects. A random non-uniform corrosion pipe model was developed by reconstructing corrosion morphologies using the Weierstrass-Mandelbrot (W-M) fractal function within a Python-ABAQUS collaborative framework, incorporating fractal dimension ( D n ), spatial frequency ( γ ), and scale coefficient ( C n ). The model's reliability was validated through full-scale burst tests. Systematic quantification revealed the correlation between geometric parameters of single-point defects, spacing of double-point defects, and failure behavior. The results demonstrate that under single-point corrosion conditions, increasing the defect length to 180 mm and depth to 0.8 t reduces failure pressure by 15.99 % and 23.66 %, respectively. Conversely, widening the corrosion angle to 40° reduces failure pressure by only 7.85 % through stress dispersion effects. For double-point corrosion interaction, longitudinal spacing exerts a significantly stronger influence on defect coupling than circumferential spacing. Critical spacings (1.5 D t for longitudinal alignment and 0.16π D for circumferential alignment) effectively isolate interaction effects. This study establishes a systematic correlation framework between fractal characteristics and mechanical responses, advancing a theoretical paradigm for the reliability assessment of corroded pipelines.
Authors
- Quansheng Zang
- Danyang Di (ORCID: https://orcid.org/0000-0002-6632-2067)
- Niannian Wang (ORCID: https://orcid.org/0000-0003-4879-6936)
- Hongyuan Fang (ORCID: https://orcid.org/0000-0001-5827-7158)
- Bin Li (ORCID: https://orcid.org/0000-0002-0212-8951)
- Xueming Du (ORCID: https://orcid.org/0000-0001-7699-1574)
- Pengju Li (ORCID: https://orcid.org/0000-0001-7190-7775)
Institutions
- Zhengzhou University (CN)
- Yellow River Institute of Hydraulic Research (CN)
Publication Details
- Journal
- Reliability Engineering & System Safety
- Published
- 2025-04-07
- DOI
- https://doi.org/10.1016/j.ress.2025.111111
- Citations
- 9
- Primary Topic
- Structural Integrity and Reliability Analysis
- Type
- article
- Field-Weighted Citation Impact
- 6.42