The Influence of Bulging Pressure on Hydraulic Forming of Bimetallic Composite Pipes
This article is based on ABAQUS 2022 finite element software to establish a finite element model of the hydraulic forming process of bimetallic composite pipes. The results show that the larger the bulging pressure, the earlier the circumferential elastic deformation of the outer wall of the lining pipe is fully restored during unloading. Under the action of the base pipe, the compression elastic deformation of the lining pipe is greater, and the bonding strength between the base pipe and the lining pipe is higher; as the bulging pressure increases, the rebound amount of the outer wall of the liner slightly decreases, while the rebound amount of the inner wall of the base pipe gradually increases, and the difference in rebound amount between the inner wall of the base pipe and the outer wall of the liner pipe gradually increases; before plastic deformation occurs on the inner wall of the base pipe, its circumferential rebound increases rapidly with the increase in bulging pressure. When plastic deformation occurs on the inner wall of the base pipe, the rate of increase in circumferential rebound decreases; the residual contact stress between the base pipe and the liner increases linearly with the increase in bulging pressure.
Authors
- Jiajia Han (ORCID: https://orcid.org/0000-0002-2642-0252)
- Lanyun Li
- Lang Zou (ORCID: https://orcid.org/0000-0002-4461-8844)
- Yuntao Xi (ORCID: https://orcid.org/0009-0007-8308-1975)
- Jun Zhang (ORCID: https://orcid.org/0000-0002-1528-1955)
- Lei Wang (ORCID: https://orcid.org/0000-0003-2971-1458)
- Haiyan Li (ORCID: https://orcid.org/0000-0003-2367-676X)
- Zesheng Zhou
- Z.M. Gong (ORCID: https://orcid.org/0009-0008-2342-4558)
Institutions
- Xi'an Shiyou University (CN)
- Daqing Oilfield General Hospital (CN)
- China National Petroleum Corporation (China) (CN)
Publication Details
- Journal
- Coatings
- Published
- 2025-11-05
- DOI
- https://doi.org/10.3390/coatings15111294
- Primary Topic
- Structural Integrity and Reliability Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00