Interaction Mechanism of Inter-Pipes in Double-Layer Pipelines and a Mechanical Model with Differential Thermal Deformation

Double-layer pipelines are widely used in deep-sea energy transport because of their strong thermal insulation and enhanced structural safety. The stress distribution and the interaction mechanism between inter-pipes of double-layer pipelines are elucidated. A mechanical model is developed to characterize the thermal deformation difference between the two layers. The mechanical response of the pipeline can be divided into two distinct modes based on the initial deformation stages: (1) an inner-pipe-dominated elongation that creates compressive stress in the inner pipe and tensile stress in the outer pipe, and (2) an outer-pipe-dominated elongation that reverses this stress distribution. Sagging deformation (bowl-shaped deformation), primarily caused by the self-weight of the inner pipe, is identified as the critical factor that drives the stress concentration and bending moment at the inner–outer pipe connection. Engineering approaches, such as inserting spacers or additional supports in the annular cavity, effectively reduce peak stresses in both layers under extreme conditions.

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Publication Details

Journal
Processes
Published
2025-03-06
DOI
https://doi.org/10.3390/pr13030762
Citations
2
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
1.91
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article

Interaction Mechanism of Inter-Pipes in Double-Layer Pipelines and a Mechanical Model with Differential Thermal Deformation

Gang Qiu, Mingming Sun
2 citations
Processes
Geotechnical Engineering and Underground Structures
1.91
article

Interaction Mechanism of Inter-Pipes in Double-Layer Pipelines and a Mechanical Model with Differential Thermal Deformation

Gang Qiu, Mingming Sun
article en
2 citations

Abstract

Double-layer pipelines are widely used in deep-sea energy transport because of their strong thermal insulation and enhanced structural safety. The stress distribution and the interaction mechanism between inter-pipes of double-layer pipelines are elucidated. A mechanical model is developed to characterize the thermal deformation difference between the two layers. The mechanical response of the pipeline can be divided into two distinct modes based on the initial deformation stages: (1) an inner-pipe-dominated elongation that creates compressive stress in the inner pipe and tensile stress in the outer pipe, and (2) an outer-pipe-dominated elongation that reverses this stress distribution. Sagging deformation (bowl-shaped deformation), primarily caused by the self-weight of the inner pipe, is identified as the critical factor that drives the stress concentration and bending moment at the inner–outer pipe connection. Engineering approaches, such as inserting spacers or additional supports in the annular cavity, effectively reduce peak stresses in both layers under extreme conditions.

ProcessesVol. 13(3)
Zhengzhou University (CN), Shanghai Tunnel Engineering (China) (CN), Henan Province Water Conservancy Survey and Design Research (CN)
Openalex Percentile: Top 17%
Geotechnical Engineering and Underground Structures
1.91
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