Three-dimensional pipeline element formulation for global buckling analysis of submarine pipelines with sleeper

被引:6
|
作者
Ning, Jihui [3 ]
Lin, Tong [1 ,2 ]
Liu, Siwei [4 ]
Bai, Rui [1 ,2 ]
Huang, Wei [1 ,2 ]
机构
[1] Sun Yat Sen Univ, Sch Civil Engn, Guangzhou, Peoples R China
[2] Southern Marine Sci & Engn Guangdong Lab Zhuhai, Zhuhai, Peoples R China
[3] South China Univ Technol, Architectural Design & Res Inst, Guangzhou, Peoples R China
[4] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
关键词
3D pipeline element; Global buckling; Unburied subsea pipelines; Sleeper; Nonlinear pipe-soil interactions; High temperature high pressure; SUBSEA PIPELINES; BURIED PIPELINES; UPHEAVAL;
D O I
10.1016/j.marstruc.2023.103428
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Submarine pipelines can utilize sleepers to control global buckling location, which mitigates potential risks under high temperature and pressure. However, pipelines with sleepers require execution in three-dimensional space and experience lateral buckling modes. As such, this paper proposes a 3D pipeline element for lateral buckling analysis, building on previous 2D element formulations. This new element considers non-linear pipe-soil interactions, thermal expansion, axial load, initial imperfections, large deflection, and other major factors that affect lateral buckling. The derivations of the 3D pipeline element are provided in detail, and the numerical analysis procedure is elaborated. To validate the accuracy and efficiency of the proposed 3D pipeline element, several examples are presented.
引用
收藏
页数:36
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