Paper
23 August 2023 Study on buckling load analysis model of buried steel pipeline
Guoan Zhao, Chengsong Luo, Hailiang Nie, Weifeng Ma, Yue Zhang, Dalin Xia, Lei Lu, Chi Wu, Ying Mao
Author Affiliations +
Proceedings Volume 12784, Second International Conference on Applied Statistics, Computational Mathematics, and Software Engineering (ASCMSE 2023); 127842A (2023) https://doi.org/10.1117/12.2691832
Event: 2023 2nd International Conference on Applied Statistics, Computational Mathematics and Software Engineering (ASCMSE 2023), 2023, Kaifeng, China
Abstract
Long-haul oil and gas pipelines are laid buried long distances and pass through complex and diverse landforms. They will bear different boundary conditions and environmental loads along the way, and often form large deformation conditions in local areas, leading to buckling failure of pipelines, which seriously affects the transportation efficiency of oil and gas pipelines and threatens the safety of people and property along the way. At present, there are many studies on buckling cases of buried pipelines, but most of them are for a single case analysis, and few comprehensive studies on load modes. In this paper, the boundary conditions and load combinations of steel pipe buckling are summarized. The buckling modes of steel pipe under different load forms are studied by finite element simulation, and then the load forms leading to different buckling models are analysed and summarized, which provides a theoretical basis for the buckling failure analysis in practical engineering.
© (2023) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Guoan Zhao, Chengsong Luo, Hailiang Nie, Weifeng Ma, Yue Zhang, Dalin Xia, Lei Lu, Chi Wu, and Ying Mao "Study on buckling load analysis model of buried steel pipeline", Proc. SPIE 12784, Second International Conference on Applied Statistics, Computational Mathematics, and Software Engineering (ASCMSE 2023), 127842A (23 August 2023); https://doi.org/10.1117/12.2691832
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KEYWORDS
Pipes

Failure analysis

Deformation

Analytical research

Boundary conditions

Engineering

Finite element methods

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