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Record W4409799891 · doi:10.11159/icsect25.173

Ductility and Strain Behaviour of Ultra-high Performance Fiber Reinforced Concrete Beam Containing Coarse Aggregate under Shear Load

2025· article· en· W4409799891 on OpenAlexvenueno aff
Abutu Simon John Smith, Wadslin Frenelus, Shawon Msughter Caesar

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicInnovative concrete reinforcement materials
Canadian institutionsnot available
Fundersnot available
KeywordsMaterials scienceComposite materialAggregate (composite)Ductility (Earth science)Shear (geology)Beam (structure)Structural engineeringCreepEngineering

Abstract

fetched live from OpenAlex

In this present paper, four point loading configuration was used to assess the effect of steel fibre volume (Vf), type of steel fibre, presence/absence of stirrup and shear span to depth ratio (a/d) on the ductility and strain behaviour of the UHPFRC-CA beam.Findings from the study revealed that a/d has the most influence on the ductility of UHPFRC-CA beam as it favours the development of new cracks, propagation of existing cracks and the realization of high shear capacity.Vf of up to 2% improves UHPFRC-CA beam's ductility beyond which leads to ductility reduction.Shear reinforcement in form of stirrups does not have significant impact on the ductility of UHPFRC-CA beam.UHPFRC-CA beam has lower compressive strain and higher tensile strain than the compressive strain and tensile strain of its cube specimen and dogbone specimen respectively.The use of hooked-end steel fibre and increase in Vf from 2% to 3% in the beam resulted in strain reduction in the compression zone of the UHPFRC-CA beam.The strain in the tension zone of UHPFRC-CA beam increased with the use of hooked-end steel fibre, increase in Vf from 2% to 3%, exclusion of stirrups and decrease in a/d from 2.82 to 2.08.The shear zone of UHPFRC-CA beam is characterized with low strain growth rate from the appearance of diagonal crack to failure; and the shear zone of UHPFRC-CA beam experienced strain reduction with the use of hooked-end steel fibre and increase in Vf from 2% to 3%.Finally, findings from the ductility and strain behaviour of this UHPFRC-CA beams can be utilized during research design and experimental stages to forecast the crack pattern and failure mode of UHPFRC-CA beam in terms of concrete crushing.

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 score0.001
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 head0.005
GPT teacher head0.190
Teacher spread0.185 · 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

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicInnovative concrete reinforcement materialsFrench-language works237,207