MétaCan
Menu
Back to cohort
Record W6891549946 · doi:10.48336/c5d1-k833

Acoustic emission monitoring of reinforced concrete beams repaired with engineered cementitious composites

2024· article· en· W6891549946 on OpenAlexaff

Bibliographic record

VenueMemorial University Research Repository (Memorial University) · 2024
Typearticle
Languageen
FieldEngineering
TopicInnovative concrete reinforcement materials
Canadian institutionsMemorial University of Newfoundland
Fundersnot available
KeywordsAcoustic emissionCrackingBeam (structure)Flexural strengthNatural rubberCompression (physics)CementitiousCrumb rubber

Abstract

fetched live from OpenAlex

In this thesis, acoustic emission (AE) monitoring was employed to analyze, characterize, and quantify the cracking behavior of a total of thirteen large-scale reinforced concrete (RC) multi-layered beams under flexural testing. The experimental work performed in this thesis was divided into two studies. In the first study, four RC beams were repaired with engineering cementitious composites (ECC) in either the tension zone or the compression zone of the beam. Two types of fibers were used in the ECC repair material: polyvinyl alcohol fiber (PVA) and steel fiber (SF). Three control beams (reference beams used for comparison) were tested for comparison including one normal concrete beam and two fully cast ECC beams with PVA and SF. AE parameters such as number of hits, cumulative signal strength (CSS), signal amplitude, peak frequency, absolute energy, and b-value (defined as the log-linear slope of AE’s frequency-magnitude distributions) were considered and used to evaluate the cracking behavior of both the repaired and unrepaired beams. Furthermore, rise time/maximum amplitude (RA) vs. average frequency (AF) analysis was implemented to categorize different failure modes (flexural, shear, or debonding). Varying the fiber type as well as sensor location/repair location seemed to have a significant effect on the signal amplitude and number of hits. With the aid of analyzing AE parameters (number of hits, CSS, and b-value), the first crack for all tested beams was successfully determined in the seven tested beams. In the second study, the flexural testing of four ECC multi-layered beams incorporated either crumb rubber (CRECC) or powder rubber (PRECC). Four beams were repaired in either the tension zone or the compression zone of the beam. Three beams were fully cast in normal concrete, CRECC, and PRECC, and were used as control beams (reference beams used for comparison). A variety of AE parameters such as number of hits and CSS as well as b-value were used to analyze the crack propagation of the tested beams. Damage quantification charts pertaining to different cracking stages (first crack and ultimate load), based on historic index [H (t)] and severity [Sr], were created in this study to categorize and quantify damage severity in terms of crack growth in composite beams. Alternating the rubber particle size, repair location or sensor location resulted in noticeable variations in the AE parameters (signal amplitude, CSS, and number of hits). For both studies, the addition of a new concrete layer (ECC incorporating fiber and/or rubber particles) seemed to result in a noticeable effect on AE parameters such as signal amplitude. In addition, varying the strengthening location, sensor location, and fiber type/ rubber particle size showed an impact on several AE parameters including number of hits, CSS, and b-value. By carrying out the AE analyses mentioned, the first crack identification for both the repaired and unrepaired beams was possible. Damage quantification and failure mode classification charts were successfully obtained by intensity analysis and rise time/amplitude analysis.

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)0.000
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 score0.000
Threshold uncertainty score0.002

Distilled classifier scores by category (both heads)

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

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 head0.234
Teacher spread0.215 · 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

Citations0
Published2024
Admission routes1
Has abstractyes

Explore more

Same venueMemorial University Research Repository (Memorial University)Same topicInnovative concrete reinforcement materialsFrench-language works237,207