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Record W4312975457 · doi:10.11159/ijci.2022.014

Effect of Corrosion Location and Transverse Reinforcement on Flexural-Ductile Response of Reinforced Concrete Beams

2022· article· en· W4312975457 on OpenAlexvenueno aff
Safdar Naveed Amini, Aditya Singh Rajput

Bibliographic record

VenueInternational Journal of Civil Infrastructure · 2022
Typearticle
Languageen
FieldEngineering
TopicConcrete Corrosion and Durability
Canadian institutionsnot available
Fundersnot available
KeywordsReinforcementFlexural strengthCorrosionMaterials scienceReinforced concreteTransverse planeStructural engineeringComposite materialEngineering

Abstract

fetched live from OpenAlex

Concern about premature ageing and deterioration of reinforced concrete (RC) structures primarily stems from reinforcement corrosion.The reinforcement corrosion not only reduces the effective cross-section of reinforcing bars but also causes a severe reduction in the structural performance and service life of RC structures.This study aims to analyze the effect of varying corrosion levels on the load-bearing ability of RC beams configured with varying amounts of transverse reinforcement.The idea pertinent to this study is to develop and validate a 3D finite element numerical model of RC beams and subsequently simulate the corrosion deterioration to assess the effect of corrosion deterioration on the flexural response of RC beams.The beam models have been analyzed with a four-point simply supported bending flexural test.For concrete-steel interaction simulation, the cohesive surface interaction method proved to be most suitable as the results aligned well with the analytical results.Loss of bond in concrete-rebar interface due to decrease in mechanical interlock is calculated.The concrete Damage Plasticity model is adopted for calculating concrete's confined and unconfined strength in tension and compression.A parametric study is also performed to investigate varying corrosion percentages on residual capacity, stiffness, energy dissipation and behaviour of corroded beams.Flexural strength response due to spacing of transverse reinforcements as per different Indian standard codes is analyzed.Spalling stress is calculated analytically and used in simulation data for more precise results.The results indicate a notable reduction in loaddeflection behaviour due to concrete spalling, deterioration of rebars ribs, loss in mechanical interlock mechanism and yield strength.The structure undergoes an absolute brittle failure at very high corrosion levels due to a complete steel-concrete bond loss.A good correlation between the developed FE model and experimental load-deflection curves was observed, with variability in ultimate load-bearing capacities of less than 5% for all the cases.

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 score0.001
Threshold uncertainty score0.003

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)0.0010.000

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 head0.004
GPT teacher head0.229
Teacher spread0.225 · 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".

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Citations0
Published2022
Admission routes1
Has abstractyes

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