MétaCan
Menu
Back to cohort
Record W4413422392 · doi:10.1016/j.cscm.2025.e05195

Strengthening of reinforced concrete beams with circular openings under pure torsion using near-surface mounted GFRP and externally bonded CFRP

2025· article· en· W4413422392 on OpenAlexaff
Ahmed Hamoda, Mizan Ahmed, Aref A. Abadel, Khaled Sennah, Abedulgader Baktheer, Saad A. Yehia

Bibliographic record

VenueCase Studies in Construction Materials · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversity of Toronto
FundersKing Saud University
KeywordsFibre-reinforced plasticMaterials scienceReinforced concreteStructural engineeringTorsion (gastropod)Composite materialEngineering

Abstract

fetched live from OpenAlex

The failure of reinforced concrete beams due to torsion is catastrophic due to the brittle nature of failure. Moreover, the presence of openings in the beams to facilitate building services may weaken RC beams in torsion. Thus, strengthening RC beams with openings in torsion may be required to ensure structural safety and integrity. This study investigates novel strengthening methods of RC beams with circular openings using Near-Surface Mounted (NSM) and Externally Bonded Reinforcement (EBR) techniques employing Glass Fiber Reinforced Polymer (GFRP) bars and Carbon Fiber Reinforced Polymer (CFRP) sheets, respectively to improve their torsional behavior. Nine full-scale RC beams were tested under torsion to evaluate the effects of the orientation of the CFRP sheets and GFRP bars (horizontal, vertical, and inclined), the size of the GFRP bars, and the combination of the application of NSM and EBR techniques. The effects of the proposed strengthening method on the crack patterns, torque–angle of twist behavior, torsion stiffness, and energy absorption capacity of the beams were examined. The results revealed that circular openings significantly reduced torsional capacity by 29%, elastic stiffness by 48%, and energy absorption by 64% compared to the master beam. However, side strengthening with inclined NSM GFRP bars and EBR CFRP sheets improved torsional capacity by 66% and 78%, respectively, over the defective master beam. The combined use of NSM GFRP bars and EBR CFRP sheets yielded the highest performance, increasing torsional capacity by 112%, and torsion stiffness by 159% compared to the defective master beam. Additionally, a 3D finite element model (FEM) using ABAQUS was developed to simulate the structural behavior of the strengthened beams, and validated against experimental results.

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 categoriesMeta-epidemiology (narrow)
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 score0.018
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
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)0.0000.000

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 head0.019
GPT teacher head0.283
Teacher spread0.265 · 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.

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

Citations3
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueCase Studies in Construction MaterialsSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207