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Record W2091834477 · doi:10.1177/0731684412450083

Effect of test parameters on flexural strength of circular fiber-reinforced polymer-confined concrete beams

2012· article· en· W2091834477 on OpenAlexaff
Hamdy M. Mohamed, Radhouane Masmoudi

Bibliographic record

VenueJournal of Reinforced Plastics and Composites · 2012
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversité de Sherbrooke
Fundersnot available
KeywordsMaterials scienceComposite materialFlexural strengthFiberFiber-reinforced concreteFibre-reinforced plasticGlass fiberTube (container)PolymerBendingFormworkTension (geology)Beam (structure)CrackingReinforcementStructural engineeringUltimate tensile strength

Abstract

fetched live from OpenAlex

This paper presents experimental results of a study conducted to investigate the use of filament-wound fiber-reinforced polymer tubes as a stay-in-place structural formwork for concrete beams. The experimental study was carried out on a total of seven concrete-filled fiber-reinforced polymer tube beams of 213 mm diameter and 2000 mm long. Five concrete-filled fiber-reinforced polymer tube beams and two control specimens without tube were tested under four-point bending. One control specimen was reinforced with spiral steel while the other had no transverse reinforcement. The test parameters used in this investigation include the type of internal reinforcement (steel or glass fiber-reinforced polymer bars), the type of transverse reinforcement (spiral-steel or fiber-reinforced polymer tube), fiber-reinforced polymer tube thickness and the concrete compressive strength. The fiber orientations of the tubes were mainly in the hoop direction. The test result indicated that the two control specimens failed in shear; however, using glass fiber-reinforced polymer tubes instead of transverse spiral-steel changed the mode of failure of the five concrete-filled fiber-reinforced polymer tube beams to flexural failure. The experimental cracking moments of the steel and fiber-reinforced polymer-concrete-filled fiber-reinforced polymer tube beams were compared to theoretical predictions provided by North American codes, design guidelines and the available equations in the literature. The test results indicate that the fiber-reinforced polymer tube enhances the crack and ultimate moment capacities of the test specimens, whereas it provides a longitudinal reinforcement in the tension side. In addition, improvement to the crack moment equation is suggested to account for the effect of confinement.

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)0.001
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 score0.002
Threshold uncertainty score0.005

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.003
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0010.000
Research integrity0.0010.000
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 head0.006
GPT teacher head0.212
Teacher spread0.206 · 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

Citations7
Published2012
Admission routes1
Has abstractyes

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Same venueJournal of Reinforced Plastics and CompositesSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207