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Bond performance of deteriorated CFRP-concrete interface under different shear lap configurations: A Champlain Bridge case study

2025· article· en· W4411065623 on OpenAlexafffundabout
Issa Fowai, Martin Noël, Mohammad Esmaili, Beatriz Martín‐Pérez, Leandro Sanchez

Bibliographic record

VenueConstruction and Building Materials · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversity of Ottawa
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsMaterials scienceStructural engineeringComposite materialShear (geology)Bridge (graph theory)Reinforced concreteEngineering

Abstract

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Carbon fiber-reinforced polymer (CFRP) has been adopted as an alternative to externally bonded steel for structural retrofitting; however, the long-term performance of CFRP composites in actual in-service applications remains under-explored. Laboratory experiments on pristine CFRP samples indicate improved structural capacity and highlight the adverse impact of premature debonding. This study aims to gather essential field data regarding the performance of CFRP composites on deteriorated 57-year-old concrete through 27 concrete samples subjected to three distinct mode II (in-plane shear) loading conditions. The samples were extracted from the diaphragms of the recently deconstructed Champlain Bridge in Canada. To test the field samples, modified single and double lap shear configurations were developed that eliminated the need for directly gripping the CFRP sheets, and the results were subsequently compared to a more conventional single lap shear test. The influence of existing defects on bond behaviour and the effect of test configuration on interface performance under single-mode loading were evaluated. Three-dimensional digital image correlation (DIC) was employed to capture full-field in-plane and out-of-plane displacement data, thereby addressing the strain measurement challenges in bonded interfaces and confirming the occurrence of mode I deformations (out-of-plane peeling) during debonding. Experimental strain measurements at failure predominately ranged from 2500 to 3400 microstrain, with a maximum of 4739 microstrain, which is approximately 56 % of the debonding strain predicted by ACI PRC-440.2.23. The strain limit set by the Canadian Highway Bridge Design Code (CAN/CSA S6:19) exceeded the maximum experimental strain by 27 %. Results indicated that the double lap shear test provided more consistent peak loads, while the single lap shear configuration exhibited greater variability. The bond stress-slip behaviour along the length of the CFRP sheet was found to vary significantly; an analytical comparison of experimental data with existing cohesive zone models demonstrated a strong correlation with local bond stress-slip results in certain regions that reached high levels of bond stress. In contrast, other regions showed both lower peak stresses and lower stiffness than predicted by most models, which may be attributed to local deterioration or defects at the CFRP-concrete interface.

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)0.000
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 score0.005
Threshold uncertainty score0.010

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0010.000
Scholarly communication0.0000.000
Open science0.0010.001
Research integrity0.0010.000
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 head0.015
GPT teacher head0.263
Teacher spread0.248 · 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".

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Citations4
Published2025
Admission routes3
Has abstractyes

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