中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed

文献类型:期刊论文

作者Wang, Ning1,2; Qi, Wengang1,2; Gao, Fuping1,2; Qi WG(漆文刚); Gao FP(高福平); Wang N(汪宁)
刊名JOURNAL OF MARINE SCIENCE AND ENGINEERING
出版日期2022-02-01
卷号10期号:2页码:21
关键词deep-sea pipeline clayey seabed oblique load bearing capacity failure envelope critical pipe weight
DOI10.3390/jmse10020299
通讯作者Qi, Wengang(qiwengang@imech.ac.cn) ; Gao, Fuping(fpgao@imech.ac.cn)
英文摘要Predicting the instability trajectory of an obliquely loaded pipeline on the seabed is vital for the global buckling assessment. To numerically investigate the obliquely loaded pipe-soil interactions, a plane strain elastoplastic finite element model incorporating the adaptive meshing technique and the contact-pair algorithm is employed and verified with the existing experimental data and the analytical predictions. The evolution of slip mechanisms within the underlying soil is simulated, indicating the instability direction of the pipe, and the corresponding ultimate soil resistance is closely correlated. It is also indicated that the ultimate load angle is in the positive correlation with the movement angle, the dimensionless embedment of the pipe and the roughness coefficient of the pipe-soil interface. On the basis of numerous simulations, a force-resultant plasticity model including the bearing capacity envelope and the flow rule is proposed for predicting the behavior of a partially embedded pipeline on the clayey seabed. Finally, an explicit expression with respect to the critical submerged weight of the pipe is derived for distinguishing the lateral instability of a pipe between the 'light' and the 'heavy' mode.
WOS关键词ULTIMATE BEARING CAPACITY ; FINITE-ELEMENT-ANALYSIS ; LINE FIELD SOLUTION ; SOIL INTERACTION ; EMBEDMENT ; PENETRATION ; MECHANISMS ; MODEL
资助项目National Natural Science Foundation of China[11825205] ; National Natural Science Foundation of China[12061160463] ; Youth Innovation Promotion Association CAS[2021018]
WOS研究方向Engineering ; Oceanography
语种英语
WOS记录号WOS:000774863500001
资助机构National Natural Science Foundation of China ; Youth Innovation Promotion Association CAS
源URL[http://dspace.imech.ac.cn/handle/311007/88784]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
通讯作者Qi, Wengang; Gao, Fuping
作者单位1.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China
2.Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
推荐引用方式
GB/T 7714
Wang, Ning,Qi, Wengang,Gao, Fuping,et al. Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed[J]. JOURNAL OF MARINE SCIENCE AND ENGINEERING,2022,10(2):21.
APA Wang, Ning,Qi, Wengang,Gao, Fuping,漆文刚,高福平,&汪宁.(2022).Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed.JOURNAL OF MARINE SCIENCE AND ENGINEERING,10(2),21.
MLA Wang, Ning,et al."Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed".JOURNAL OF MARINE SCIENCE AND ENGINEERING 10.2(2022):21.

入库方式: OAI收割

来源:力学研究所

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