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Record W2189287091 · doi:10.1139/tcsme-2008-0038

INFLUENCES OF RAIL SUPPORT CONDITIONS ON MECHANICAL BEHAVIOR OF RAILWAY TRACK SYSTEM

2008· article· en· W2189287091 on OpenAlexvenueno aff
Javad Sadeghi, F. Hashemi

Bibliographic record

VenueTransactions of the Canadian Society for Mechanical Engineering · 2008
Typearticle
Languageen
FieldEngineering
TopicRailway Engineering and Dynamics
Canadian institutionsnot available
FundersTehran University of Medical Sciences and Health Services
KeywordsBallastTrack (disk drive)Deflection (physics)Parametric statisticsBending momentStructural engineeringReliability (semiconductor)EngineeringSensitivity (control systems)Computer scienceMechanical engineeringMathematics

Abstract

fetched live from OpenAlex

All components of the track suffer from a variation in the performance during their lifetime to a different degree. These variations include replacement of timber sleepers with concrete sleepers and changes in the ballast conditions due to tamping or track accumulative loadings. These changes sometimes cause a large discrepancy between results obtained form theoretical evaluations and those obtained from field measurements, making the reliability of the current understanding of the long term behavior of the railway track questionable. There is a need to investigate the impact of the changes in conditions of the track support system on the track design parameters. This research is an attempt to response to this need. In this paper, the influences of the changes in rail support conditions on the magnitude of the rail bending moments (as the main rail design criterion) are investigated. This is achieved through parametric analyses of railway track by developing a theoretical model using dynamic deflection method. The model developed here, considers the main track components and offers the possibility of parametric analyses. The reliability of the model was evaluated by comparing the results obtained from the model with those obtained from measurements in a track field. After calibrating the model, it is used to conduct parametric analyses. The sensitivity of the rail bending moment to the changes in sleeper type and arrangements, and to the ballast mechanical conditions is investigated. The results are discussed aiming at to improve the current understanding of the long term behavior of railways.

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)0.000
metaresearch head score (Gemma)0.002
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: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.002
Threshold uncertainty score0.006

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.002
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)0.0020.000

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 head0.012
GPT teacher head0.204
Teacher spread0.192 · 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
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

Citations6
Published2008
Admission routes1
Has abstractyes

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Same venueTransactions of the Canadian Society for Mechanical EngineeringSame topicRailway Engineering and DynamicsFrench-language works237,207