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Record W6991080430

Experimental study of influence of synthetic fibres on behaviour of cylindrical high-strength concrete columns

2008· article· en· W6991080430 on OpenAlexfundvenueno aff

Bibliographic record

VenueNPARC · 2008
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsSpallDuctility (Earth science)DurabilityCompressive strengthDeformation (meteorology)Synthetic fiberReinforcementConcentric
DOInot available

Abstract

fetched live from OpenAlex

This paper presents an experimental study of the behaviour of fibre-reinforced high-strength concrete columns under concentric loading. Twelve cylindrical columns having a length of 1400 mm and a diameter of 300 mm were built using concrete containing different volumes of synthetic fibres. The effects of the amount of synthetic fibres, amount of transverse reinforcement, and concrete compressive strength on the load-carrying behaviour of confined concrete columns were investigated. The results showed that the use of synthetic fibres can help the confining reinforcement to increase the peak strength and deformation of confined concrete. In particular, the use of up to 1% synthetic fibres by volume of concrete increased the load and strain at concrete spalling by 3% and 17%, respectively, when compared to identical concrete columns without fibres. This same addition of synthetic fibres resulted in an increase in the maximum confined concrete strength and corresponding strain by 16% and 29%, respectively. Under very large concrete deformations, however, the synthetic fibres did not significantly influence the post-peak behaviour of these concrete columns. It is concluded that the use of synthetic fibres in high-strength concrete columns allows the columns to reach their ultimate load capacities with lower risks of premature spalling of the concrete cover, thus improving column durability and helping the confining steel to further increase the strength and ductility of confined concrete, especially in seismic areas.

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 head0.013
GPT teacher head0.236
Teacher spread0.224 · 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

Citations1
Published2008
Admission routes2
Has abstractyes

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Same venueNPARCSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207