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Record W1981622062 · doi:10.4043/24411-ms

A Challenging Trunkline ILT Design Driven by S-Lay Installation - A Robust Design Solution Using Advanced Numerical Simulation

2013· article· en· W1981622062 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueOTC Brasil · 2013
Typearticle
Languageen
FieldEngineering
TopicStructural Integrity and Reliability Analysis
Canadian institutionsIntecsea (Canada)
Fundersnot available
KeywordsSubseaBending momentStructural engineeringDesign processPipeline (software)Envelope (radar)Engineering design processLimit state designEngineeringDesign methodsComputer scienceMechanical engineeringMarine engineeringAerospace engineering

Abstract

fetched live from OpenAlex

Abstract Traditionally the S-lay installation loading condition using a stinger is not considered in the structural design of a Pipeline In-line TEE Structure(ILT) during FEED, and is usually only considered during the detailed design. However in a recent FEED project exercise, the S-Lay installation loading condition was found to govern the structural design of the ILT. Large pipelay forces and moments due to curvature are expected during installation, which required the ILT to be analysed in order to meet the structural integrity requirement during S-Lay installation. Such a design issue requires the attention of the subsea structure designer early in the design process particularly for a large diameter pipeline, in which a high installation loading is expected. However there are several design challenges in such a design practice. The approach to estimate the pipelay loadings has to give adequate conservatism, considering the range of potential installation vessel configurations. In particular, a high bending moment at the sagbend is expected due to the large size of the pipe, which complicates the design of the ILT structure design and design optimization. These challenging design issues were extensively explored in a recent project. Advanced numerical modelling was used to assist the design, analysis and optimization. A suite of numerical analysis packages were employed including FS2000, Orcaflex and ABAQUS. The pipe resistance envelope during pipelay was developed using DNV limit state criteria. This pipe resistance envelope was used to derive an upper limit to sag bend bending moments for the local ILT analysis. This paper presents details of the methodology, discussions and conclusions for the engineering challenge described above.

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.

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)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.771
Threshold uncertainty score0.866

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0000.000
Research integrity0.0000.000
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 head0.041
GPT teacher head0.252
Teacher spread0.211 · 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