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Record W2981473752 · doi:10.1139/cjce-2019-0313

Confinement of rectangular columns made with engineered cementitious composites (ECC)

2019· article· en· W2981473752 on OpenAlexafffundvenue
Wai Man Wong, Carlos Cruz-Noguez, Mohammad J. Tolou-Kian

Bibliographic record

VenueCanadian Journal of Civil Engineering · 2019
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversity of Alberta
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsMaterials scienceComposite materialSpallCrackingCompressive strengthUltimate tensile strengthDurabilityCompression (physics)CementitiousTension (geology)Strain hardening exponentUltimate failureStress (linguistics)Structural engineeringCement

Abstract

fetched live from OpenAlex

Engineered cementitious composites (ECC) is a type of high-performance fiber-reinforced cementitious composites (HPFRCC) designed to achieve high tensile strain capacity with strain hardening effect during the post-cracking response. Previous studies show that ECC has high damage-tolerance capacity in tension, increasing the durability, safety, and sustainability of structures susceptible to cracking and spalling under moderate to severe loading. Under compression, however, there is a lack of data regarding confinement effects on steel-reinforced ECC (RECC) members. Thus, designing ECC structures is usually done by assuming the ECC behaves in the same way as conventional concrete under compression. With scarce experimental data available, this assumption may be inaccurate, uneconomical, or even unsafe. An experimental test program on confined ECC columns was performed in this study. Sixteen 100 mm × 100 mm × 300 mm ECC square columns, consisting of one set of unconfined ECC and three sets of confined ECC with 1%, 1.5%, and 2% transverse steel content were fabricated and tested under monotonic compressive load until failure. The force–displacement and stress–strain relationships in the longitudinal direction were measured. The results show that confined ECC has a compressive stress–strain behavior similar to that of confined high-strength concrete, with a rapid compressive strength loss after peak strength, and a gradual loss of strength that is inversely proportional to the amount of steel reinforcement. An empirical stress–strain model for rectangularly confined high-strength ECC was developed based on an existing model for high-strength conventional concrete.

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 score0.999
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 head0.004
GPT teacher head0.158
Teacher spread0.154 · 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

Citations1
Published2019
Admission routes3
Has abstractyes

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