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Record W4412754904 · doi:10.11159/iccste25.153

Flexural and Compressive Strength of Sustainable Concrete with Electric Arc Furnace Slag Aggregates and Polypropylene Fibers

2025· article· en· W4412754904 on OpenAlexvenueno aff
Osama Ahmed Mohamed, Ahmed Elshakhs, Ahmed M. Hamdan, Mohammed S. Abdulrab, Muhammad M. Jawa, Saad M. Aljumhi, Maadoum M. Mustafa

Bibliographic record

VenueProceedings of the International Conference on Civil, Structural and Transportation Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicInnovative concrete reinforcement materials
Canadian institutionsnot available
Fundersnot available
KeywordsCompressive strengthMaterials scienceElectric arc furnacePolypropyleneComposite materialFlexural strengthSlag (welding)Ground granulated blast-furnace slagElectric arcMetallurgyCementElectrode

Abstract

fetched live from OpenAlex

The objective of this study is to evaluate the effect of polypropylene fibers on flexural strength and tensile strength of concrete in which natural aggregates were replaced with 30%, or 50% recycled Electric Arc Furnace Slag (EAFS) coarse aggregates.The partial replacement of natural aggregates with EAFS aggregates is intended to preserve natural aggregates while recycling slag, a byproduct of industry, therefore, achieving a more sustainable concrete.Since EAFS aggregates may be used for slabs or slabs-on-grade, in addition to other structural elements, mechanical properties in general and flexural strength are essential properties.The fundamental goal of using polypropylene fibers, however, remains the control of cracking.The w/b ratio was maintained at 0.45 for all mixes regardless of EAFS replacement percentage or size of fibers.Two types of fibers were evaluated, Polyolefin-based microfibers ranging from 11 to 13 long with a diameter of 35±5 𝜇𝑚, and Polypropylene macrofibres that are 48 mm long and 0.48 mm in diameter.The flexural and splitting tensile strengths were determined for samples cured in water for 28 days while compressive strength was determined after 7, 28, and 56 days of curing.After 7 days of curing, samples with micro and macro fibers developed slightly higher compressive strength than the control mix without fibers.However, after 28 days and 56 days of curing, there was negligible effect for polypropylene fibers on compressive strength, regardless of the content of EAFS aggregates.Nonetheless, the flexural strength of concrete with polypropylene fibers, with and without ACBFS aggregates, was higher than the control mix without fibers.The increase of the 28-day flexural strength of concrete with polypropylene fibers compared to control mix was largely similar (14.1% to 15.2%), regardless of EAFS aggregates content.Macrofibres achieved slightly better 28-day flexural strength compared to control mix with natural aggregates.Similarly, polypropylene fibers increased the 28-day splitting tensile strength compared to control mix, but with a much smaller range of 3.1% to 5.1% compared to control mix.The 5.1% increase in splitting tensile strength was the mix with 50% EAFS aggregates.The study paves the road to using EAFS aggregates to produce environmentally friendly concrete with polypropylene fibers to control cracking and enhance flexural strength. .

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 score0.002
Threshold uncertainty score0.005

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 head0.006
GPT teacher head0.202
Teacher spread0.196 · 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

Citations0
Published2025
Admission routes1
Has abstractyes

Explore more

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