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Record W4413849166 · doi:10.1016/j.cscm.2025.e05237

Blast performance of high-strength concrete beams with ASTM-A955 stainless-steel rebar and improved detailing

2025· article· en· W4413849166 on OpenAlexafffund
Yang Li, Hassan Aoude

Bibliographic record

VenueCase Studies in Construction Materials · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Response to Dynamic Loads
Canadian institutionsUniversity of Ottawa
FundersFundamental Research Funds for the Central UniversitiesNatural Sciences and Engineering Research Council of CanadaSichuan Province Science and Technology Support ProgramUniversity of Ottawa
KeywordsRebarMaterials scienceComposite materialHigh strength steelMetallurgyStructural engineeringEngineering

Abstract

fetched live from OpenAlex

This research has studied the effects of improved blast detailing on the blast-behaviour and failure mechanisms of high-strength concrete beams with stainless-steel (SS) rebar meeting ASTM-A955. The test variables included the detailing level (blast and ordinary detailing), steel-fibers, steel type (SS vs. ordinary steel), SS steel ratio (ρ = 1% and 1.5%), SS alloy type (XM-28 and 2304) and type of blast test (repeated vs. single). Blast detailing consisted of introducing compression bars and transverse steel at d/4 spacing to strengthen the midspan compression zone, while fibers were used to relax tie spacing to d/2. Beams with ordinary detailing were singly-reinforced and had stirrups in the shear-regions only. The experiments included replicate beams tested under shock-tube and static conditions. Residual static tests were also conducted on the beams after the blast tests. The findings show that improved detailing in stainless-steel RC beams allowed for large ductility under static loads, while increasing blast-resistance, reducing displacements, and resulting in remarkable post-blast resistance. Introduction of fibers further improved static and blast performance, and was effective in reducing damage and blast-displacements in beams with larger tie spacing, thereby demonstrating their ability to simplify construction. Increasing the steel ratio increased static-load capacity and blast resistance, while high ductility was achieved under static and blast loads, regardless of SS alloy type. The results also show that replacement of ordinary bars with stainless rebar enhanced blast behaviour, by increasing blast capacity and reducing blast-deformations. In the numerical study, the responses of the beams were simulated using FE software VecTor2 with accurate predictions of behaviour under quasi-static and extreme-blast load conditions.

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)0.001
metaresearch head score (Gemma)0.001
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
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
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 head0.007
GPT teacher head0.240
Teacher spread0.233 · 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 routes2
Has abstractyes

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