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Web Crippling Strength of Steel Deck Subjected to End One Flange Loading

2004· article· en· W2049304162 on OpenAlex

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aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenueJournal of Structural Engineering · 2004
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsDeckFlangeStructural engineeringCold-formed steelEngineeringCold formingComputer scienceFinite element method

Abstract

fetched live from OpenAlex

Cold-formed steel deck profiles are extensively used in building construction due to their versatility and economy. Web crippling is one of the failure modes of these multiweb profiles. The provisions for web crippling contained in the 1996 AISI Specification for the Design of Cold-Formed Steel Structural Members are believed to be conservative for multiweb deck sections. They are based on unfastened specimens and are limited to the use of decks with certain geometric parameters. The unified web crippling equation of the 2001 North American Specification for the Design of Cold-Formed Steel Structural Members is also limited to certain geometric parameters. Although new web crippling coefficients for different load cases and different end conditions are contained in the specification, coefficients for the unfastened configuration in the end one flange loading case were used as a conservative solution for the fastened case because there are no test data available in the literature that are applicable to multiweb deck sections. Results of an experimental study on web crippling strength of deck profiles subjected to end one flange loading are presented in this paper. A total of 78 tests were conducted on multiweb deck sections. Test specimens lying inside and outside of certain geometric limitations given in the specification were tested with both unrestrained and restrained end conditions. Test specimens within the specification limitations exhibited conservative results in the prediction of web crippling strength using both the 1996 AISI specification and the 2001 North American Specification. Using the unified web crippling equation of the North American Specification, a nonlinear regression analysis was performed to improve the unfastened case coefficients and derive new fastened case coefficients. A calibration using these coefficients was carried out for both Canadian and U.S. specifications.

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 categoriesMeta-epidemiology (narrow)
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 score0.388
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.001
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 head0.008
GPT teacher head0.206
Teacher spread0.198 · 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