Analysis of the mechanical behaviors of nonmetallic un-bonded flexible pipe under different loads
The growing demand for lightweight, corrosion-resistant, and cost-effective solutions in offshore oil and gas operations has driven the transition from traditional metallic pipes to advanced non-metallic flexible pipes. A rigorous three-dimensional nonlinear finite element model was developed using ABAQUS/Explicit, incorporating actual material parameters, structural nonlinearity, and interlayer contact behavior. The model was validated through full-scale burst pressure tests, demonstrating excellent agreement (within 13.4% error) with experimental results. Key findings indicate that internal pressure of 35 MPa can increase tensile stiffness by up to 22.1%, while external pressure of 15 MPa enhances it by 8.9%. Under combined axial tension-bending loading conditions, the flexible pipe demonstrates higher bending stiffness compared to single-load scenarios. Internal pressure exhibits minimal influence on non-slip bending stiffness but simultaneously elevates both critical slip curvature and post-slip stiffness. In contrast, external pressure significantly improves both critical slip curvature and post-slip stiffness. These quantitative results provide crucial design guidelines for performance optimization of non-metallic pipes in deepwater applications.
Authors
- Jin Yu (ORCID: https://orcid.org/0000-0003-0088-7652)
- Baodong Wang (ORCID: https://orcid.org/0000-0002-1323-1372)
- Ran Lv (ORCID: https://orcid.org/0000-0002-2428-2706)
- Xiaoqing You (ORCID: https://orcid.org/0000-0003-4680-4576)
- Tianwei Kong (ORCID: https://orcid.org/0009-0002-9029-9810)
- Kezheng Zhang (ORCID: https://orcid.org/0009-0002-7991-9687)
- Mengying Xia (ORCID: https://orcid.org/0000-0002-5366-5757)
Institutions
- China University of Petroleum, Beijing (CN)
- PowerChina (China) (CN)
Publication Details
- Journal
- Frontiers in Materials
- Published
- 2025-07-18
- DOI
- https://doi.org/10.3389/fmats.2025.1560428
- Primary Topic
- Mechanical stress and fatigue analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00