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Record W2604623293 · doi:10.1061/9780784480502.027

Reevaluating the Modified Shear Provision of CAN/CSA S806-12 for Concrete Beams Reinforced with FRP Stirrups

2017· article· en· W2604623293 on OpenAlexaboutno aff
Omar Elmeligy, Amr El-Nemr, Ahmed Farouk Deifalla

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsFibre-reinforced plasticReinforcementShear (geology)Reinforced concreteStructural engineeringMaterials scienceCorrosionComputer scienceComposite materialEngineering

Abstract

fetched live from OpenAlex

The corrosion related problems does not concern only longitudinal reinforcement but also transverse reinforcement. Thus, the FRP stirrups are used as an alternative reinforcement for concrete beams. Shear design of concrete beams is a main issue. The Canadian Standards Association CSA S806 (2012) proposed shear design provision for the case of beams reinforced with FRP bars (fiber reinforced polymer). In this paper, modified provision proposed by Deifalla et al. (2014) was introduced. The aim of this study is to validate this provision in comparison with the original CSA-S806 (2012) using experimental database exist in this field. The experimental database compiled a total of 123 concrete beams with FRP stirrups tested under shear. Both the modified and CSA-S806 (2012) design provision were calculated and compared with that measured during testing. From the results, the proposed modification provides more accurate and better performance compared to that of the CSA-S806 (2012) provision.

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)0.003
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 score0.007
Threshold uncertainty score0.015

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0020.003
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.001
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0010.001
Open science0.0010.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.001

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 head0.030
GPT teacher head0.267
Teacher spread0.236 · 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

Citations18
Published2017
Admission routes1
Has abstractyes

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Same topicStructural Behavior of Reinforced ConcreteFrench-language works237,207