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Record W4413408001 · doi:10.1016/j.aej.2025.08.018

Development of glass/carbon/basalt hybrid FRP rebars for reinforced-concrete beams under bending

2025· article· en· W4413408001 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

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

VenueAlexandria Engineering Journal · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersFP7 Coordination of Research ActivitiesFundação para a Ciência e a TecnologiaNarodowe Centrum Badań i RozwojuCoordenação de Aperfeiçoamento de Pessoal de Nível Superior
KeywordsFibre-reinforced plasticBendingBasaltMaterials scienceCarbon fibersComposite materialStructural engineeringReinforced concreteBasalt fiberFlexural strengthComposite numberEngineeringGeology

Abstract

fetched live from OpenAlex

FRP rebars have been considered as an alternative solution to conventional steel rebars in concrete reinforced elements. There are still several challenges to overcome in order to make it more widely used, namely in what concerns rebars production process, mechanical properties and feasibility. This research work presents the development and characterization of a new type of hybrid FRP rebars combining glass, carbon and basalt fibres and analyses its application as tensile reinforcement on concrete beams tested under bending loading. Modifications on the standard pultrusion process were proposed (dual heat sections) leading to less voids and more homogeneous rebars. Twenty-three beams were used in the experimental campaign comparing beams reinforced with commercially available GFRP rebars, three different types of developed hybrid FRP rebars and beams with steel rebars. The bending performance was evaluated as well as load-deflection behaviour using two reinforcement ratios. In bending tests, Hybrid67 rebars outperformed GFRP with 36 % higher moment capacity and 49 % greater ductility, offering a promising alternative for durable, corrosion-resistant concrete structures. The best hybrid solution achieved tensile strengths up to 1013 MPa and improved bond and ductility. Experimental results were compared with analytical models described in American and Canadian standard models. A consistent overestimation, around 30 %, of the cracking moment was observed.

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: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.297
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
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 head0.009
GPT teacher head0.223
Teacher spread0.214 · 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