IMECH-IR  > 流固耦合系统力学重点实验室
The Numerical Simulation of Pipe/Soil Interaction Under Wave Loadings
Ren YR(任艳荣); Liu YB(刘玉标)
Source PublicationTHE OPEN OCEAN ENGINEERING JOURNAL
2012-10-19
Volume5Pages:15-20
ISSN1874-835X
AbstractThe on-bottom stability of submarine pipeline is a key problem of submarine pipeline design.The key issue is to simulate the interaction among wave,pipe and soil. In this paper, the constitutive models of soil, such as nonlinear elastic, porous elastic and Ramberg-Osgood models are adopted respectively, and the pipe/soil interaction has been analyzed by the common finite element software ABAQUS program. The contact surfaces have been established. The factors such as contact effect, frictional coefficient between pipe and soil, pipe's penetration, the impact of yielding stress are considered. Also, the results show that the computation of the pipe/soil interaction is feasible and may provide a helpful tool for the engineering practice of pipeline on-bottom stability design.
KeywordSubmarine Pipeline Sandy Seabed Pipe/soil Interaction Numerical Simulation
Subject Area流固耦合作用
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Language英语
Funding OrganizationThe project supported by the National Science Natural Science Foundation of China (19772057) and by the Chinese Academy of Sciences (KZ951-A1-405-01).
DepartmentLMFS结构力学(LHO)
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/48347
Collection流固耦合系统力学重点实验室
Corresponding AuthorRen YR(任艳荣)
Recommended Citation
GB/T 7714
Ren YR,Liu YB. The Numerical Simulation of Pipe/Soil Interaction Under Wave Loadings[J]. THE OPEN OCEAN ENGINEERING JOURNAL,2012,5:15-20.
APA 任艳荣,&刘玉标.(2012).The Numerical Simulation of Pipe/Soil Interaction Under Wave Loadings.THE OPEN OCEAN ENGINEERING JOURNAL,5,15-20.
MLA 任艳荣,et al."The Numerical Simulation of Pipe/Soil Interaction Under Wave Loadings".THE OPEN OCEAN ENGINEERING JOURNAL 5(2012):15-20.
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