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Record W2962771913 · doi:10.1061/9780784482506.026

Developing a Capacity-Demand Assessment Methodology for Pipeline Components Using Elastic-Plastic Load Factors

2019· article· en· W2962771913 on OpenAlexaboutno aff
Kenny T. Farrow

Bibliographic record

VenuePipelines 2019 · 2019
Typearticle
Languageen
FieldEngineering
TopicStructural Integrity and Reliability Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsPipeline (software)Computer scienceReliability engineeringEngineering

Abstract

fetched live from OpenAlex

Pipeline design approaches in current Canadian and U.S. code provisions advocate the use of standard linear-elastic analyses to determine stresses for comparison with acceptance criteria. However, complex components such as elbows, tees, and bulkheads may produce combined stresses that exceed maximum allowable limits while the main line pipe passes the acceptance criteria. In these cases, designers have the option to specify a code break between the line pipe and component. But, as discussed by previous authors, this methodology can result in an overly-conservative design for the specified component. To avoid such over-conservatism, the use of elastic-plastic stress analysis approach to satisfy protection against plastic collapse and protection against collapse from buckling criteria in ASME BPVC Section VIII Division 2 has been advocated. The appeal of the elastic-plastic stress analysis approach lies in its more accurate assessment of the plastic collapse design margin of a component as compared to the elastic stress and limit load analysis methods, since the actual structural behavior of the component is more closely approximated (e.g., nonlinear material behavior and stresses due to cross-section geometry discontinuities and pipe ovalization). One drawback of this code use is that it would be limited to new designs and is less appropriate for assessments of pipelines already in use. Secondly, the load factors specified in ASME BPVC Section VIII Division 2 can be significantly higher than the design margin of the code to which the pipeline was originally designed. Particularly for pipelines already in use, it would be more appropriate to use similar assessment methods outlined in the API 579-1/ASME FFS-1 fitness for service document as a means of evaluating the “structural integrity of an in-service component.” This nuance is especially important since API 579-1/ASME FFS-1 provides specific guidance on load factors that should be applied to loads for the protection against plastic collapse and protection against collapse from buckling assessments which are applicable to the original design code. This paper investigates the proper use of API 579-1/ASME FFS-1 for pipeline assessments and provides alternate methodology to develop elastic-plastic capacity curves as criteria to screen load demands estimated from linear-elastic analyses.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.002
metaresearch head score (Gemma)0.004
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Methods · Consensus signal: Methods
Teacher disagreement score0.014
Threshold uncertainty score0.028

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0020.004
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0030.002
Science and technology studies0.0010.001
Scholarly communication0.0010.002
Open science0.0020.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0040.001

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 head0.111
GPT teacher head0.331
Teacher spread0.220 · 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 source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
Domainnot available
GenreMethods

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

Citations0
Published2019
Admission routes1
Has abstractyes

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