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Strength and Deformability Aspects of Circular Concrete Members Reinforced with Hybrid Carbon-FRP and Glass-FRP under Flexure

2019· article· en· W2910397579 on OpenAlexafffund
Salaheldin Mousa, Hamdy M. Mohamed, Brahim Benmokrane

Bibliographic record

VenueJournal of Composites for Construction · 2019
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversité de Sherbrooke
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsFibre-reinforced plasticFlexural strengthMaterials scienceReinforcementDuctility (Earth science)Composite materialStructural engineeringBendingGlass fiberThree point flexural testReinforced concreteCreepEngineering

Abstract

fetched live from OpenAlex

Although the flexural behavior of fiber-reinforced-polymer (FRP) reinforced-concrete (RC) members has been the focus of many studies in recent years, no research work has examined such behavior in FRP-RC members with circular cross sections. This paper reports on a study in which the flexural strength and deformability of circular concrete members with hybrid reinforcement—carbon-FRP (CFRP) bars and glass-FRP (GFRP) spirals—were assessed experimentally and analytically. Three large-scale RC specimens with a total length of 6,000 mm and 500 mm in diameter were constructed and tested under four-point bending. Three CFRP longitudinal-reinforcement ratios (0.8%, 1.2%, and 1.8%) were considered. GFRP spirals were used to eliminate shear cracks and achieve the full flexural capacity. A steel-reinforced concrete specimen with a reinforcement ratio of 1.2% and steel spirals was fabricated as a reference. Test results indicate that the CFRP-RC specimens failed gradually at a high degree of deformability before concrete crushing. Moreover, the flexural strength of the CFRP-RC specimen with a reinforcement ratio of 1.2% was almost 3.3 times greater than the counterpart steel specimen (with a similar reinforcement ratio) at steel yielding. The ductility and deformability of the test specimens were estimated using different approaches. The estimated deformability factor was significantly higher than that required by the North American FRP-design standards. Detailed design procedures using a computer program are proposed for estimating the flexural capacity of circular CFRP-RC members. The experimental and analytical results are discussed and compared.

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 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 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 score0.081
Threshold uncertainty score0.744

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
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)0.0000.000

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 head0.004
GPT teacher head0.194
Teacher spread0.189 · 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 teacher head, 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".

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Citations22
Published2019
Admission routes2
Has abstractyes

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Same venueJournal of Composites for ConstructionSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207