MétaCan
Menu
Back to cohort
Record W4387795316 · doi:10.14359/51739185

Flexural Behavior of Carbon Fiber-Reinforced Polymer Partially Bonded Reinforced Concrete Beams with Different Anchorage Methods

2023· article· en· W4387795316 on OpenAlexaboutno aff
Qi Cao, Xingchao Wang, Zhimin Wu, Rongxiong Gao, Xin Jiang

Bibliographic record

VenueACI Structural Journal · 2023
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersNatural Science Foundation of Liaoning ProvinceNational Natural Science Foundation of China
KeywordsMaterials scienceFlexural strengthComposite materialCarbon fiber reinforced polymerReinforced concreteFibre-reinforced plasticStructural engineeringReinforcementPolymerEngineering

Abstract

fetched live from OpenAlex

Carbon fiber-reinforced polymer (CFRP) is a widely used material for reinforced concrete (RC) beam strengthening.Because of exposure to severe environments and improper construction, CFRP sheets may separate from the bottom of RC beams.To analyze the influence of this type of interfacial defect on the mechanical properties of RC beams quantitatively and provide a reference for the rehabilitation of structures, this paper investigates the flexural properties of RC beams strengthened with partially bonded CFRP by experiments and analytical studies.To measure the degree of unbonded CFRP, a new parameter called the unbonded ratio was established, which is defined as the ratio of unbonded length to the total length of strengthening CFRP in the tension zone.Twenty-six RC beams were fabricated and tested in the present study, and the experimental variables were the unbonded ratio, thickness of the CFRP sheet, and anchorage method (vertical U-jacket, inclined U-jacket, and mechanical plate).The cracking load, ultimate load, load-midspan deflection curve, ductility, crack pattern, and failure modes of these specimens are discussed.Also, the coupling effect of the unbonded CFRP and anchorage method on the flexural performance of strengthened beams was investigated.Test results indicated that the ultimate load decreased with the increase of the unbonded ratio before the unbonded ratio reached its critical value.It was also found that the mechanical-plate anchorage and inclined U-jackets were superior to traditional vertical U-jackets in terms of load-carrying capacity and flexural stiffness and postponed the debonding of CFRP.Finally, a theoretical model for the ultimate load of RC beams strengthened with inclined U-jackets was proposed, which showed a good agreement with the test 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 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)0.001
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 score0.005
Threshold uncertainty score0.017

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0050.001

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 head0.016
GPT teacher head0.280
Teacher spread0.263 · 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
Published2023
Admission routes1
Has abstractyes

Explore more

Same venueACI Structural JournalSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207