MétaCan
Menu
Back to cohort
Record W1977867839 · doi:10.1115/ipc2010-31206

Modeling Approaches for Anisotropic Material Properties of High Strength Steel Pipelines and the Effect on Differential Settlement

2010· article· en· W1977867839 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.
aboutThe title or abstract carries a Canadian signal from the geographic lexicon.

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicStructural Integrity and Reliability Analysis
Canadian institutionsTransCanada (Canada)University of Alberta
Fundersnot available
KeywordsIsotropyAnisotropySettlement (finance)Materials scienceStress (linguistics)Differential stressYield (engineering)Structural engineeringDifferential (mechanical device)Pipeline transportMechanicsGeotechnical engineeringDeformation (meteorology)GeologyComposite materialEngineeringComputer sciencePhysicsMechanical engineeringOptics

Abstract

fetched live from OpenAlex

High strength steel (HSS) pipelines exhibit anisotropic behavior; the yield stress in the circumferential direction is higher than the yield stress in the longitudinal direction. In addition, the shape of the stress vs. strain curve is distinctly different. The circumferential stress vs. strain curve has a sharp yield point, while there is no distinct yield point in the longitudinal direction. Most of the research done in the past on the behavior of high strength steel was based on the isotropy assumption. The material behavior of high strength steel pipelines cannot be satisfactorily modeled based on this assumption. Different material models are available which can take into account this plastic anisotropy of high strength steel. They can be grouped into two categories. First, there are models which treat material as intrinsically anisotropic [15]. And, there are other models which can take into account plastic anisotropy as being caused by the load history. In this paper, the plastic anisotropy is modeled using the second approach. Freezing and thawing of the discontinuous permafrost in the northern regions of Canada causes differential settlement of pipes. This induces significant longitudinal stress in addition to the circumferential stress due to internal pressure. It is very important to accurately model the differential settlement of the pipe and the stresses caused by it. In this paper the differential settlement is modeled using beam elements in Abaqus. The behavior of the pipeline under differential settlement loads is investigated using three different material models. The first two are assuming that the material behaves according to the traditional isotropic plasticity model, once with the longitudinal and another time using the circumferential stress strain curve as basis for the model. The third one is using an analytical virgin material stress strain curve based on the kinematic hardening plasticity model which predicts the appropriate behavior in each direction. The displacement versus the reaction force of the pipe is obtained for pipes without internal pressure and for pipes subjected to internal pressure causing a circumferential stress that is 80% of the specified minimum yield strength of the material. It is found that the response of the pipe is different for different material models. The response based on the analytical virgin material stress strain curve is closer to the response based on the longitudinal stress strain curve when the pipe is not subjected to internal pressure. But, when the pipe is subjected to internal pressure, the response using the analytical virgin material curve is closer to the circumferential stress strain curve.

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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.338
Threshold uncertainty score0.246

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 communication0.0000.000
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 head0.016
GPT teacher head0.199
Teacher spread0.183 · 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