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Record W4366492310 · doi:10.11159/icsect23.117

Effect of Reinforcement Corrosion on Axial and Flexural Performance of R.C. Columns

2023· article· en· W4366492310 on OpenAlexafffundvenue
Maha Dabas, Beatriz Martin-Pérez, Husham Almansour

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2023
Typearticle
Languageen
FieldEngineering
TopicConcrete Corrosion and Durability
Canadian institutionsNational Research Council CanadaUniversity of Ottawa
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsReinforcementCorrosionFlexural strengthMaterials scienceStructural engineeringComposite materialEngineering

Abstract

fetched live from OpenAlex

Limited research is available on the axial and flexural performance of statically loaded reinforced concrete columns subject to medium and high levels of corrosion. A combined experimental and analytical investigation was developed to evaluate the residual bearing capacity and the post-peak response of corroded columns at different reinforcement corrosion levels and patterns. The analytical approach was established from sectional analysis and numerical analyses of ten reinforced concrete columns that were experimentally tested under quasi-static concentric and eccentric loads. Eight of the columns were subjected to accelerated reinforcement corrosion for 137-days. The mid-section of the columns was subjected to three different patterns of reinforcement corrosion, targeting the dominating reinforcement contributing to peak bearing capacity depending on eccentricity level. Four columns loaded concentrically and eccentrically were corroded at the transverse reinforcement, two columns loaded eccentrically were corroded along the longitudinal reinforcement only, and two columns loaded concentrically were corroded along the transverse and longitudinal reinforcements. Three dimensional finite element analyses were conducted using Diana finite element software to investigate more corrosion scenarios beyond those experimentally tested. The presented approach accounts for material deteriorations (strength, cross-sectional area, bond, and confinement effects) using constitutive models from the literature and incorporates data from the experimental testing. The analytical estimation compared well with experimental and numerical results. The outcome of this investigation emphasizes the importance of incorporating degradations models into evaluation procedures of corroded columns. Results indicate a significant reduction in peak residual strength and ductility at high levels of reinforcement corrosion. Also, local buckling of the longitudinal reinforcement is attributed to loss of core confinement due to tie fracture.

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 distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation 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 score0.235
Threshold uncertainty score0.612

Codex and Gemma teacher scores by category

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)0.0000.000

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 head0.186
Teacher spread0.182 · 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 teacher head, 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 routes3
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicConcrete Corrosion and DurabilityFrench-language works237,207