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Lateral Torsional Buckling Response of Compact I-Shaped Welded Steel Girders

2022· article· en· W4286110501 on OpenAlexaffabout
Xiao Lin “Dimple” Ji, Sheldon C. Twizell, Robert G. Driver, Ali Imanpour

Bibliographic record

VenueJournal of Structural Engineering · 2022
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsUniversity of AlbertaGolder Associates (Canada)
Fundersnot available
KeywordsGirderStructural engineeringBucklingWeldingBuckleBending momentTest dataResidual stressEngineeringBeam (structure)TrussFinite element methodDisplacement (psychology)Materials scienceComposite materialMechanical engineering

Abstract

fetched live from OpenAlex

Recent studies investigating lateral torsional buckling suggest that North American steel design provisions may overestimate the bending resistance of welded girders that buckle laterally in the inelastic range. Furthermore, these provisions do not distinguish between rolled and welded members, but welded girders are widely suspected of possessing unfavorable residual stress distributions that may cause them to be more susceptible to lateral torsional buckling than their rolled counterparts. However, lack of sufficient supporting experimental test data may render existing analytically based assessments of the design equations inadequate. To address the paucity of physical testing, an experimental program was developed to determine the lateral torsional buckling resistance of full-scale I-shaped welded three-plate steel girders fabricated with current shop processes. This paper describes the development of the test program and a unique girder-stability test bed. Test results for seven girders, including measured initial geometric imperfections, load–displacement responses, and moment capacities, are then presented. A finite-element model of the test specimens, validated against the test data, is finally used to investigate the adequacy of the beam design provisions specified in the Canadian and US steel design standards. The results confirm that the current design equations can accurately predict the moment resistance of compact welded steel girders that fail in either the elastic or inelastic lateral torsional buckling mode.

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)0.001
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 score0.001
Threshold uncertainty score0.003

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
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)0.0010.000

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 head0.007
GPT teacher head0.207
Teacher spread0.201 · 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

Citations10
Published2022
Admission routes2
Has abstractyes

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