MétaCan
Menu
Back to cohort
Record W4410595223 · doi:10.1061/jccof2.cceng-5049

Deflection and Cracking of Fiber-Reinforced Self-Consolidated Concrete Beams Reinforced with GFRP Bars under Cyclic Loading

2025· article· en· W4410595223 on OpenAlexaff
Eman Ibrahim, Ahmed E. Salama, Abdoulaye Sanni Bakouregui, Ammar Yahia, Brahim Benmokrane

Bibliographic record

VenueJournal of Composites for Construction · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversité de Sherbrooke
Fundersnot available
KeywordsMaterials scienceFibre-reinforced plasticCrackingComposite materialDeflection (physics)Reinforced concreteStructural engineeringEngineering

Abstract

fetched live from OpenAlex

Deflection and crack width under service loads are crucial factors that dictate the flexural design of elements reinforced with glass fiber–reinforced polymer (GFRP) bars, primarily due to their relatively low elastic modulus. This study investigated the impact of incorporating fibers on the serviceability performance of self-consolidating concrete (SCC) beams reinforced with GFRP bars. Eight full-scale concrete beams—each measuring 3,100 mm in length, 200 mm in width, and 300 mm in height—were fabricated and tested until failure under four-point bending cyclic loading. Six specimens were cast using fibers, while the other two were cast with normal SCC as reference specimens. The test parameters included polypropylene (PP) fiber volume (0%, 0.5%, and 0.75%), fiber combination (macro PP fibers and a mix of macro PP and micro basalt fibers), and longitudinal reinforcement ratio (0.78% and 1.66%). The test results revealed that increasing PP fiber volume and reinforcement ratio improved the serviceability and flexural performance of the beams under cyclic loading by effectively restraining crack width and reducing deflections at both service and ultimate limit states. Furthermore, combining micro basalt fibers with macro PP fibers notably enhanced the serviceability parameters of beams with both low and high GFRP reinforcement ratios, surpassing beams reinforced solely with macro PP fibers. A theoretical prediction per North American codes and design guidelines was conducted, including deflection and crack width, and these results were subsequently compared to the experimental findings.

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)0.000
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
Metaresearch0.0000.000
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)0.0010.000

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 head0.006
GPT teacher head0.227
Teacher spread0.221 · 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

Citations6
Published2025
Admission routes1
Has abstractyes

Explore more

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