Composite repair of large size diameter pipe with severe metal loss defects
A full-scale testing program was conducted to evaluate the use of carbon-epoxy composite repair technology to reinforce severe corrosion defects in large-diameter pipes. The technical elements associated with this program included reinforcing up to 85% deep corrosion defects in 24-inch diameter pipe samples, including integrating design equations, testing conditions, and performance subject to cyclic pressure and burst testing at elevated temperatures. The objective of the test program was to evaluate changes in the composite design thickness considering a range of severe corrosion depths based on guidance provided in ASME PCC-2, as well as the pressure capacity based on the methodology embodied in ASME B31G for the effects of layers. The testing program also evaluated the ASME PCC-2 design guidance subjected to cyclic pressure conditions at 60°C (140°F). The composite technology evaluated in this program has aimed to advance the effectiveness of composite repair while also addressing common severe corrosion defects to guarantee the operational life of a pipeline based on an optimized design configuration. This integration of knowledge based on results derived from this program offers substantial promise in guiding future composite repair procedures, structural reinforcement designs, and material choices, culminating in enhanced structural robustness and dependability of high-pressure transmission pipeline systems.
Authors
- Stefan Turchet
- Demei Yu (ORCID: https://orcid.org/0000-0002-1006-2163)
- Tim Mally
- Casey Whalen (ORCID: https://orcid.org/0000-0001-7809-1916)
- Chris Alexander
- Yongxiang Lyu (ORCID: https://orcid.org/0009-0003-9233-4250)
- Hannah Huang
Institutions
- Southern Arkansas University (US)
- Alberta Energy (CA)
- Henkel (Germany) (DE)
Publication Details
- Journal
- Journal of Pipeline Science and Engineering
- Published
- 2025-05-10
- DOI
- https://doi.org/10.1016/j.jpse.2025.100294
- Citations
- 2
- Primary Topic
- Structural Integrity and Reliability Analysis
- Type
- article
- Field-Weighted Citation Impact
- 1.43