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Record W4411689625 · doi:10.1016/j.istruc.2025.109547

Influence of cut–out openings on the flexural behavior of one–way concrete slabs strengthened with NSM–FRP bars and EB–CFRP strips

2025· article· en· W4411689625 on OpenAlexafffund
Omar Aljidda, Wael Alnahhal

Bibliographic record

VenueStructures · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversité Laval
FundersNatural Sciences and Engineering Research Council of CanadaQatar National LibraryQatar University
KeywordsFibre-reinforced plasticSTRIPSStructural engineeringFlexural strengthMaterials scienceComposite materialReinforced concreteEngineering

Abstract

fetched live from OpenAlex

Strengthening concrete slabs with cut-out openings is critical to maintain structural integrity in many retrofitting and repair applications. This paper presents both experimental and numerical findings on the flexural performance of reinforced concrete (RC) one–way slabs with cut–out openings. The slabs were strengthened using either near–surface mounted fiber–reinforced polymer (NSM–FRP) bars or externally bonded carbon fiber–reinforced polymer (EB–CFRP) strips. Twelve one–way RC slabs were tested, the key experimental variables included the strengthening technique (NSM and EB), NSM reinforcement ratio (0.17 and 0.35 %), NSM bar material (stainless–steel, basalt FRP, carbon FRP, glass FRP bars), and the number of cut–out openings (one and two). Experimental findings revealed substantial improvements in the ultimate capacity, with enhancements of 71–190 % for NSM-strengthened slabs and 164–183 % for EB-strengthened slabs compared to unstrengthened slabs with cut-out openings. Notably, NSM-strengthened slabs achieved up to 18 % higher ductility than the control slab without cut-out openings, while EB-strengthened slabs exhibited a significant ductility reduction of 62–63 % due to debonding failures in the EB-CFRP strips. The improved flexural capacity in NSM-strengthened slabs was attributed to the better anchorage and confinement of bars within the concrete cover, which delayed debonding and allowed for more effective stress transfer . Basalt FRP–NSM bars demonstrated performance comparable to glass FRP–NSM bars, while the number of cut-out openings had a negligible effect on ultimate capacity. Finally, finite element models were developed using Abaqus software package. The developed models reasonably predicted the nonlinear structural performance of the strengthened slabs.

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)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.001
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 head0.009
GPT teacher head0.228
Teacher spread0.219 · 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
Published2025
Admission routes2
Has abstractyes

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