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Record W2964308054

Flexural strengthening of reinforced concrete beams with basalt fibre reinforced polymers

2019· article· en· W2964308054 on OpenAlexaboutno aff
Eric William Hughs

Bibliographic record

VenueScholarship at UWindsor (University of Windsor) · 2019
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsFlexural strengthMaterials scienceReinforced concreteComposite materialBasaltGeology
DOInot available

Abstract

fetched live from OpenAlex

This thesis presents the experimental results of laboratory testing conducted on full-scale concrete beams which were strengthened with Basalt Fibre Reinforced Polymer (BFRP) fabrics.The goal was to determine the viability of using external BFRP fabric reinforcement to strengthen flexurally controlled concrete members in-situ. The use of BFRP as an external strengthening material is compared to other materials such as glass (GFRP) and carbon (CFRP) fabrics which are currently widely accepted strengthening materials. Two parameters were varied during the research: the internal steel reinforcement ratio, and the external BFRP layers, to study the interaction between the two. Using BFRP showed excellent results as a flexural strengthening method. The moment capacity of the strengthened beams was found to increase by up to 79% over the control beam for the yield strength, and by up to 120% over the control for the ultimate strength.The yield deflection of the strengthened beams remained similar to the control beam without much reduction or increase, and the ultimate load deflection was increased by up to 140% over the control specimen. This is a key finding as previous tested discussed in the literature review found that both the yield and ultimate deflections of strengthened beams was greatly reduced when using GFRP and CFRP fabrics. When compared to the applicable Canadian and American FRP design guidelines, it was found that the Canadian code needs to be updated to reflect the same process used to determine the FRP design strain used in the American code. With this update, both codes can accurately predict the strength increase found in these specimens. When strengthening flexural members with BFRP fabrics, the beams exhibit increased load-deflection stiffness. It is recommended to also strengthen the beams shear capacity when flexurally strengthening a concrete member to maintain beam integrity and ductility.

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 score0.001
Threshold uncertainty score0.004

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.000
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 head0.190
Teacher spread0.181 · 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
Published2019
Admission routes1
Has abstractyes

Explore more

Same venueScholarship at UWindsor (University of Windsor)→Same topicStructural Behavior of Reinforced Concrete→French-language works237,207→