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Record W4416715039 · doi:10.1016/j.istruc.2025.110742

Blast response of ultra-high performance concrete beams with high-strength steel and varying detailing levels under far-field blast loads

2025· article· en· W4416715039 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.
fundA Canadian funder is recorded on the work.

Bibliographic record

VenueStructures · 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 Program
KeywordsBlast waveBeam (structure)Blast furnaceReinforced concrete

Abstract

fetched live from OpenAlex

This paper studies the influence of high-strength steel (HSS) and detailing level on the blast response of ultra-high-performance concrete (UHPC) beams. The variables in the tests included the steel grade (HSS vs. ordinary steel), fiber content (1–3 %), detailing level (blast, intermediate and ordinary) and tension steel ratio (ρ = 1.0–2.4 %). UHPC beams with both ordinary and HSS bars were subjected to shock-tube blast testing, followed by residual static testing to assess post-blast capacity. Key findings indicate that incorporating HSS bars significantly improved blast performance by reducing damage and displacements compared to ordinary steel. Increasing the HSS ratio from 1.0 % to 1.5 % further enhanced blast resistance, prevented bar fracture, and preserved significant residual capacity, leading to more ductile failure. The inclusion of steel fibers enabled relaxed detailing (such as increasing tie spacing to s = d/2 or eliminating stirrups altogether), while still achieving comparable performance to beams with stringent blast detailing. This comparable performance highlights the potential of steel fibers to simplify construction. However, since the beams ultimately failed due to bar fracture, the mechanisms driving bar rupture must be carefully considered when designing the detailing in UHPC beams. Finite-element modelling using LS-DYNA’s Winfrith concrete model for UHPC and the Linear Plasticity for high-strength steel accurately predicted blast responses, including displacements, reaction loads, and damage modes. Overall, the study demonstrates that combining UHPC with optimized fiber content and HSS reinforcement provides a novel solution that enhances blast resilience while permitting for practical and constructible detailing approaches.

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.

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
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 score0.316
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

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)0.0000.000

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 head0.214
Teacher spread0.208 · 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