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Record W4379379656 · doi:10.21838/uhpc.16730

Axial Load Behaviour of Repaired Piers with Ultra High Performance Concrete Jacket

2023· article· en· W4379379656 on OpenAlexafffund
Khandaker M. Anwar Hossain, Ali Ehsani Yeganeh, Philip Loh

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsToronto Metropolitan University
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsPierStructural engineeringDurabilityDuctility (Earth science)Core (optical fiber)Materials scienceReinforcementBridge (graph theory)Reinforced concreteComposite materialEngineeringCreep

Abstract

fetched live from OpenAlex

Rehabilitation of bridge and other infrastructures damaged by continuous wear, as well as time-dependent and environmental effects, is a major concern. Every year, worldwide billions of dollars are spent to repair and maintain a large number of reinforced concrete (RC) bridges. Recent developments on different high performance concretes (HPCs) such as ultra high performance concrete (UHPC) significantly made these materials feasible and convenient to use for repair of damaged and deficient piers. UHPC can protect the existing core pier against aggressive environmental agents and increase strength and durability of the piers as the confinement material. This paper presents an investigation on the performance of repaired damaged RC circular bridge piers using HPC jacketing technique. Jackets made of UHPC having different thicknesses with same reinforcement configuration were used to repair damaged RC core piers and analyze their behavior. Reinforced core piers were axially loaded to 60% of their ultimate load to induce damage before being repaired with HPC jackets. Jacketed pier specimens were tested to failure under concentric axial load applied through the core pier. Test results indicated performance enhancement of UHPC jacketed repaired piers in terms of improved ductility, energy absorbing capacity and strength recovery. The jacket confining effect and overall ductility characteristics of repaired piers were influenced by jacket thickness to core pier diameter ratio which needs to be optimized.

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 score0.002
Threshold uncertainty score0.005

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
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)0.0020.000

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 head0.202
Teacher spread0.192 · 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
Published2023
Admission routes2
Has abstractyes

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Same topicStructural Behavior of Reinforced ConcreteFrench-language works237,207