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Record W4412845443 · doi:10.1002/suco.70263

Performance of seawater sea sand coral aggregate concrete columns reinforced with hybrid glass fiber reinforced polymer and epoxy‐coated steel bars under axial compression

2025· article· en· W4412845443 on OpenAlexaboutno aff
Zongke Jia, Qi Cao, Xiaowei Li

Bibliographic record

VenueStructural Concrete · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersNational Natural Science Foundation of China
KeywordsEpoxyAggregate (composite)Materials scienceComposite materialSeawaterGlass fiberFiber-reinforced concreteReinforced concreteGeology

Abstract

fetched live from OpenAlex

Abstract To improve the ductility of fiber reinforced polymer reinforced concrete structures while addressing the corrosion of steel bars and promoting the utilization of local materials, seawater sea sand coral aggregate concrete (SSCC) columns reinforced with hybrid glass fiber reinforced polymer (GFRP) bars and epoxy‐coated steel bars (ECSB) provide a viable solution for marine structures and island engineering. This innovative solution combines GFRP bars and ECSB to ensure axial load carrying capacity while improving ductility. In addition, considering local materials, ecological benefits, and good durability, it provides the possibility for large‐scale construction of marine engineering. This study considered three research variables, namely strength grades (C30, C40, and C50), reinforcement ratios (1.01%, 1.56%, and 2.26%), and reinforcement types (GFRP bars [G group], ECSB [E group], and GFRP bars and ECSB [GE group]). A total of 36 concrete columns were studied to evaluate their mechanical properties, including axial load carrying capacity and ductility. Regarding axial load carrying capacity, with the same reinforcement ratios and strength grades, the SSCC columns reinforced with ECSB exhibit the highest axial load carrying capacity, followed by SSCC columns reinforced with hybrid GFRP bars and ECSB, while SSCC columns reinforced with GFRP bars (G‐SSCC) show the lowest. Regarding ductility, the hybrid reinforcement type significantly improves the ductility of the column compared to G‐SSCC columns. Furthermore, the axial load carrying capacity and ductility of columns were predicted using American Concrete Institute 440.1R‐15, Canadian Standards Association S806‐12 (R2021), and the finite element software ABAQUS. The analysis results show good agreement with the experimental results.

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 score0.003
Threshold uncertainty score0.007

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
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 head0.007
GPT teacher head0.214
Teacher spread0.207 · 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
Published2025
Admission routes1
Has abstractyes

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