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Record W165733473 · doi:10.1260/136943303322419205

Prestressed CFRP Sheets for Strengthening Concrete Slabs in Fatigue

2003· article· en· W165733473 on OpenAlexaff
R. Gordon Wight, M. A. Erki

Bibliographic record

VenueAdvances in Structural Engineering · 2003
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsRoyal Military College of Canada
Fundersnot available
KeywordsSlabMaterials scienceFibre-reinforced plasticStructural engineeringPrestressed concreteCarbon fiber reinforced polymerComposite materialReinforced concreteEngineering

Abstract

fetched live from OpenAlex

Six one-way reinforced concrete slabs were constructed and tested to investigate the effectiveness of using prestressed carbon fibre reinforced polymer (CFRP) sheets to strengthen concrete slabs subjected to fatigue loading. The slabs were 90mm × 1000mm × 3000mm and reinforced with 11.3mm diameter steel reinforcing bars. The slabs were tested in two groups of three slabs. In each group, one slab was unstrengthened and used as a control, the second slab was strengthened with non-prestressed FRP sheets and the third slab was strengthened with prestressed sheets. For the first group, the loading range for the three slabs was based on the loads that induced in the reinforcing steel of the control slab stresses that ranged between 10 and 95 percent of the steel yield strength. For the second group, the loading range chosen for the three slabs induced steel stresses in its control slab that ranged between 30 and 95 percent of the steel yield strength. Therefore, the first group of slabs was subjected to a higher load amplitude but lower mean stress than the second group. The CFRP strengthened slabs of the second group were externally loaded while applying the CFRP sheets, to represent the sustained load that may be associated with field strengthening conditions. The test results confirmed that strengthening reinforced concrete slabs with bonded CFRP sheets, especially prestressed CFRP sheets, increases fatigue life. Common to strengthening with non-prestressed and prestressed CFRP sheets are that compared to the control slabs, strains in the steel reinforcement, plastic creep strains in the concrete, and deflections are all decreased, with greater decreases in all these observed with prestressed CFRP sheets. Crack widths are greatly reduced when the CFRP sheets are prestressed. Since fatigue failure of the internal steel occurred at the location of large cracks that were repetitively opened and closed, reducing the crack widths contributes to achieving longer fatigue life. Finally, the presence of anchors at the ends of the CFRP sheets can delay the ultimate fatigue failure of CFRP strengthened slabs by delaying sheet debonding failures.

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 studies0.0000.000
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 head0.009
GPT teacher head0.250
Teacher spread0.241 · 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

Citations4
Published2003
Admission routes1
Has abstractyes

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