Bending Hysteresis of an Unbonded Flexible Pipe Considering Thermally Induced Interlayer Contact Pressure

Unbonded flexible pipes are key components of deepwater high-temperature oil and gas transportation systems, and their bending performance directly affects in-place response and fatigue assessment. Interlayer contact and sliding of tensile armor layers govern bending hysteresis; under high-temperature service, incompatible thermal expansion of metallic and polymer layers changes contact pressure and the associated slip conditions. This study develops a thermo-mechanical bending hysteresis model in which thermally induced interlayer contact pressure links the radial temperature field to the bending response. A steady-state multilayer-cylinder heat-transfer model and a thermoelastic compatibility formulation are used to determine temperature distributions and interlayer contact pressures. The contact-pressure variation is then introduced into the tensile-armor slip criterion and the incremental moment-curvature relationship, covering non-slip, partial-slip, and full-slip stages. A sequentially coupled finite element model of a 2.5-inch unbonded flexible pipe is established for validation. The numerical model predicts hysteresis loop area and unloading/reverse-loading stiffness with relative deviations of 6.02% and 5.09% from the finite element results, respectively. Increasing internal temperature increases contact pressure and critical slip curvature, prolongs partial slip, and substantially increases hysteretic energy dissipation. The model provides a basis for high-temperature bending stiffness determination and fatigue-oriented analysis of unbonded flexible pipes.

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Publication Details

Journal
Journal of Marine Science and Engineering
Published
2026-06-27
DOI
https://doi.org/10.3390/jmse14131181
Primary Topic
Mechanical stress and fatigue analysis
Type
article
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article

Bending Hysteresis of an Unbonded Flexible Pipe Considering Thermally Induced Interlayer Contact Pressure

Yu Zhang, Lusheng Jia, Tao Pang, Siao Jiang et al.
Journal of Marine Science and Engineering
Mechanical stress and fatigue analysis
article

Bending Hysteresis of an Unbonded Flexible Pipe Considering Thermally Induced Interlayer Contact Pressure

Yu Zhang, Lusheng Jia, Tao Pang, Siao Jiang, Weipeng Chu, Chen An
article en

Abstract

Unbonded flexible pipes are key components of deepwater high-temperature oil and gas transportation systems, and their bending performance directly affects in-place response and fatigue assessment. Interlayer contact and sliding of tensile armor layers govern bending hysteresis; under high-temperature service, incompatible thermal expansion of metallic and polymer layers changes contact pressure and the associated slip conditions. This study develops a thermo-mechanical bending hysteresis model in which thermally induced interlayer contact pressure links the radial temperature field to the bending response. A steady-state multilayer-cylinder heat-transfer model and a thermoelastic compatibility formulation are used to determine temperature distributions and interlayer contact pressures. The contact-pressure variation is then introduced into the tensile-armor slip criterion and the incremental moment-curvature relationship, covering non-slip, partial-slip, and full-slip stages. A sequentially coupled finite element model of a 2.5-inch unbonded flexible pipe is established for validation. The numerical model predicts hysteresis loop area and unloading/reverse-loading stiffness with relative deviations of 6.02% and 5.09% from the finite element results, respectively. Increasing internal temperature increases contact pressure and critical slip curvature, prolongs partial slip, and substantially increases hysteretic energy dissipation. The model provides a basis for high-temperature bending stiffness determination and fatigue-oriented analysis of unbonded flexible pipes.

Journal of Marine Science and EngineeringVol. 14(13)
China University of Petroleum, Beijing (CN)
Clean water and sanitation
Openalex Percentile: Top 11%
Mechanical stress and fatigue analysis
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