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Record W1854468100

Large deformation finite element analysis of partially embedded offshore pipelines for vertical and lateral motion at seabed

2012· dissertation· en· W1854468100 on OpenAlexfundno aff
Sujan Dutta

Bibliographic record

VenueMemorial University Research Repository (Memorial University) · 2012
Typedissertation
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsnot available
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsPipeline transportSeabedSubseaSubmarine pipelineGeotechnical engineeringFinite element methodEngineeringStructural engineeringSoil structure interactionMarine engineeringGeologyMechanical engineering
DOInot available

Abstract

fetched live from OpenAlex

Subsea pipelines play a significant role in transporting hydrocarbon from offshore. For both shallow and deep water, an effective means of hydrocarbon transportation is the usage of pipeline. However, deep water pipelines are expensive to bury and an economic way is to lay the pipelines on seabed. Due to pipe installation procedures (e.g. wave action, pipelines self weight etc.), pipelines could penetrate into the seabed a fraction of its diameter. Pipelines might experience thermal expansion (due to low ambient and high internal temperature) during operation cycles which can cause pipelines to expand axially. But due to restraining conditions from accumulated soil/pipe interaction and effective longitudinal force along the pipeline, bending moments can develop in the pipelines, which cause pipelines to buckle laterally. This lateral buckling is resisted mainly through soil/pipe interaction. In addition, the berm formed around the pipe (during installation period) plays a vital role in resisting the lateral pipe movements. Thus, accurate prediction of soil/pipe interaction of an as-laid pipeline is very important for the development of pipeline design guidelines. To address this critical phenomenon, the first step is to capture the soil behaviour during pipe vertical penetration along with the berm formulation mechanism. This is a large deformation problem. To solve the problem numerically, a large deformation numerical tool is required. In this study, the Coupled Eulerian Lagrangian (CEL) finite element method is used for analysis of partially embedded pipelines. Analyses are performed using ABAQUS 6.10-EFl software. In the deep sea, the undrained shear strength of clay typically increases with depth. In addition, the undrained shear strength is strain rate dependent. Moreover, strain softening behaviour of clay is another critical phenomenon that should be considered. The standard von Mises yield constitutive model available in ABAQUS cannot capture this clay behaviour. Therefore, in this study an advanced soil constitutive model that considered these phenomena is implemented in ABAQUS using user subroutines programmed in FORTRAN. Results from the analysis are compared with centrifuge test results and other available solutions in the literature. [t is shown that the Coupled Eulerian Lagrangian (CEL) approach together with the advanced soil constitutive model is a very effective tool for modelling large deformation behaviour of partially embedded pipelines in seabed both for vertical penetration and lateral movement.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.001
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.118
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0020.001
Science and technology studies0.0010.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.015
GPT teacher head0.244
Teacher spread0.228 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

Study designSimulation or modeling
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations4
Published2012
Admission routes1
Has abstractyes

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