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Record W4248229112 · doi:10.11159/icsect20.155

Reliability-Based Design for the Flexural Capacity of Fiber ReinforcedConcrete Slabs on Ground

2020· article· en· W4248229112 on OpenAlexvenueno aff
Raghad Awad, Samer Barakat, Salah Altoubat, Moussa Leblouba

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2020
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsReliability (semiconductor)Flexural strengthMaterials scienceStructural engineeringFiberReinforced concreteComposite materialEngineering

Abstract

fetched live from OpenAlex

The contribution of fibers in enhancing the mechanical behavior and providing a post-crack residual capacity of the concrete sections have widely been investigated and design approaches of fiber reinforced concrete (FRC) are established.These design approaches are usually uncertain and associated with inherent variability and modeling errors in which should be accounted for when designing reliable structures.The addition of fibers has further increased the range of uncertainties resulting in inconsistent levels of reliability for FRC structures when compared with those established for traditional reinforced concrete structures.To this end, this paper conducts a reliability-based analysis of the ultimate limit state (ULS) of the fiber reinforced concrete slabs (FRCS) on ground under flexural loading.The ULS is formulated based on the procedure adopted in the ACI 360R regarding the calculation of the post-crack moment capacity of fiber reinforced concrete slabs (FRCS) on ground under flexural loading.To ensure that the design procedure provides acceptable reliability levels, experimental results collected from previous studies were used in the statistical calibration.Monte-Carlo simulation was adapted to generate an array of random variables knowing their statistical parameters and distributions.Reduction factors for the flexural strength of FRC slabs corresponding to the load factors specified in the design codes were calculated and certain values are proposed to achieve target reliability levels.

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)0.002
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Methods · Consensus signal: Methods
Teacher disagreement score0.003
Threshold uncertainty score0.006

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
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 head0.015
GPT teacher head0.195
Teacher spread0.180 · 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 designSimulation or modeling
Domainnot available
GenreMethods

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
Published2020
Admission routes1
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207