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Record W601005905

Rational Approach for Replacement of Conventional Reinforcement with Macro-Synthetic Fibers in Bridge Deck Overlays

2008· article· en· W601005905 on OpenAlexaboutno aff
Michael Mahoney, Dean Forgeron

Bibliographic record

Venue2008 Concrete Bridge ConferenceFederal Highway AdministrationNational Concrete Bridge CouncilMissouri Department of TransportationAmerican Concrete Institute (ACI) · 2008
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsShrinkageCrackingOverlayReinforcementUltimate tensile strengthDeckStructural engineeringFiber-reinforced concreteDurabilityMacroSynthetic fiberMaterials scienceFiberComposite materialComputer scienceEngineering
DOInot available

Abstract

fetched live from OpenAlex

With the increasing use and acceptance of macro-synthetic fibers as a viable and economical reinforcing alternative to conventional steel reinforcement it is important to have a rational approach when designing fiber reinforced concrete mixtures to replace shrinkage and temperature reinforcement in concrete. In applications such as bridge decks and pavement overlays, steel reinforcement is typically specified based on the tensile capacity required to resist tensile forces generated by restrained shrinkage stresses. A rational approach to designing fiber reinforced concrete for this type of application is presented. The added value of increased durability, through reduced permeability and decreased shrinkage cracking is also discussed. Case studies of structures rehabilitated using fiber reinforced concrete overlays designed using this approach will be presented. These structures, located throughout the US and Canada, were each designed to provide fiber reinforced concrete with equivalent tensile capacity to the specified shrinkage and temperature cracking control reinforcement. Quality control testing procedures that were implemented on each structure to verify adequate postcrack tensile capacity will also be presented. In general, properly designed synthetic macro-fiber reinforced concrete has been shown to be an economical reinforcing alternative that increases speed of construction and decreases the susceptibility of concrete to shrinkage cracking without sacrificing aesthetics or ride quality.

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 score0.001
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)0.0010.000

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 head0.043
GPT teacher head0.254
Teacher spread0.212 · 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
Published2008
Admission routes1
Has abstractyes

Explore more

Same venue2008 Concrete Bridge ConferenceFederal Highway AdministrationNational Concrete Bridge CouncilMissouri Department of TransportationAmerican Concrete Institute (ACI)→Same topicStructural Behavior of Reinforced Concrete→French-language works237,207→