Buckling analysis of subsea pipeline with integral buckle arrestor using vector form intrinsic finite thin shell element

doi:10.1016/j.tws.2021.107533

CORC > 力学研究所 > 中国科学院力学研究所 > 流固耦合系统力学重点实验室(2012-)

	Buckling analysis of subsea pipeline with integral buckle arrestor using vector form intrinsic finite thin shell element
	Yu, Yang 3,4; Li, Zhenmian 3,4; Yu, Jianxing 3,4; Xu, Leige 2; Zhao, Mingren 3,4; Cui, Yupeng 3,4; Wu H(吴晗)1; Duan, Qinghao 3,4
刊名	THIN-WALLED STRUCTURES
	2021-07-01
卷号	164 页码:14
关键词	Subsea pipeline Integral buckle arrestor Buckling behavior Vector form intrinsic finite element method (VFIFE) Thin shell element
ISSN号	0263-8231
DOI	10.1016/j.tws.2021.107533
通讯作者	Li, Zhenmian(lizhenmian@tju.edu.cn)
英文摘要	Buckling damage is one of the biggest safety issues for subsea pipelines. Buckling behaviors of the subsea pipeline with integral buckle arrestors under external pressure are studied experimentally and numerically herein. Pressure chamber tests of four full-sized pipeline with identical thickness and different diameters are presented. An emerging vector form intrinsic finite element method (VFIFE) is introduced to simulate the whole buckling process both in dynamic and quasi-static cases, including local collapse, propagation, buckling prevention, and crossover. Numerical schemes for multifold nonlinearities and multithreaded computation are proposed and tested. Results of experiments and numerical simulations, as well as computations of the traditional finite element method and DNV specifications, are compared. Thusly it is indicated that the VFIFE model can accurately (within +/- 1.5%) predict the buckling loads that initiate local collapse, propagation and crossover, and simulate the dynamic and quasi-static buckling modes for pipelines with practical range of diameter-to-thickness ratios greater than 20. For thick parts where integral arrestor with diameter-to-thickness ratios smaller than 20 located, the VFIFE thin shell element may underestimate the structural strength about 8.0%. The VFIFE can directly simulate the pipeline buckling behavior without special processing for the iterative calculation and the stiffness matrix convergence, and achieve the parallel efficiency over 90% for a common computer (12 threads, 4G RAM). Thus, the VFIFE can provide a new, practical and universal analytic strategy for subsea pipeline buckling analysis.
分类号	一类
资助项目	National Natural Science Foundation of China[51879189] ; Project of ministry of industry and information technology[G18473CJ09] ; Science and Technology Project of Henan Province[192102310210]
WOS关键词	RANDOM PITTING DEFECTS ; COLLAPSE PRESSURE
WOS研究方向	Engineering ; Mechanics
语种	英语
WOS记录号	WOS:000670225900008
资助机构	National Natural Science Foundation of China ; Project of ministry of industry and information technology ; Science and Technology Project of Henan Province
其他责任者	Li, Zhenmian
内容类型	期刊论文
源URL	[http://dspace.imech.ac.cn/handle/311007/87012]
专题	力学研究所_流固耦合系统力学重点实验室(2012-)
作者单位	1.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China 2.North China Univ Water Resources & Elect Power, Sch Civil Engn & Commun, Zhengzhou 450045, Henan, Peoples R China; 3.Tianjin Univ, Tianjin Key Lab Port & Ocean Engn, Tianjin 300072, Peoples R China; 4.Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China;
推荐引用方式 GB/T 7714	Yu, Yang,Li, Zhenmian,Yu, Jianxing,et al. Buckling analysis of subsea pipeline with integral buckle arrestor using vector form intrinsic finite thin shell element[J]. THIN-WALLED STRUCTURES,2021,164:14.
APA	Yu, Yang.,Li, Zhenmian.,Yu, Jianxing.,Xu, Leige.,Zhao, Mingren.,...&Duan, Qinghao.(2021).Buckling analysis of subsea pipeline with integral buckle arrestor using vector form intrinsic finite thin shell element.THIN-WALLED STRUCTURES,164,14.
MLA	Yu, Yang,et al."Buckling analysis of subsea pipeline with integral buckle arrestor using vector form intrinsic finite thin shell element".THIN-WALLED STRUCTURES 164(2021):14.