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Record W4225126547 · doi:10.11159/icsect22.005

Fibre-Reinforced and Hybrid-Reinforced Concrete: An Updated Bridged Crack Model with Softening Pull-Out

2022· article· en· W4225126547 on OpenAlexvenueno aff
Federico Accornero, Alberto Carpinteri, Alessio Rubino

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2022
Typearticle
Languageen
FieldEngineering
TopicInnovative concrete reinforcement materials
Canadian institutionsnot available
Fundersnot available
KeywordsMaterials scienceBrittlenessReinforced solidReinforcementComposite materialSofteningCrackingStructural engineeringToughnessFracture mechanicsFracture toughnessConstitutive equationFiber-reinforced concreteStress (linguistics)Reinforced concreteFinite element methodEngineering

Abstract

fetched live from OpenAlex

The Bridged Crack Model is a fracture mechanics approach able to describe the crack propagation process in the critical cross-section of brittle-matrix reinforced members.The model was originally proposed to interpret the fracturing behaviour of steel-bar lightly reinforced concrete (RC) beams [1,2], and it has been recently updated to the case of fibre-reinforced concrete (FRC) [3] by introducing a softening pull-out constitutive law for the reinforcing fibres.Now, a further extension of the model to the case of hybrid-reinforced concrete (HRC) beams ─in which the reinforcing phase consists in a combination of continuous steel rebars and short discontinuous fibres─ is discussed.The Bridged Crack Model assumes the concrete matrix as a linear-elastic perfectly-brittle primary phase, its toughening contribution being defined by the fracture toughness, KIC.On the other hand, nonlinear constitutive laws are assumed to describe the toughening action of the reinforcing secondary phases, which are related to the yielding of steel rebars and to the pull-out of the short fibres.Under these assumptions, it is possible to evaluate the stress-block diagram for each crack depth and to describe the mechanical response in terms of fracturing moment vs localized rotation of the notched crosssection.Different post-cracking regimes can be predicted by the model, as a function of three scale-dependent dimensionless numbers: the bar-reinforcement brittleness number, NP, which is directly related to the steel-bar reinforcement percentage, ρ; the fibre-reinforcement brittleness number, NP,f, which is directly related to the fibre volume fraction, Vf; and the pullout brittleness number, Nw, which depends on the critical embedment length of the fibre-reinforcement, wc.A parametric analysis makes evident how these three dimensionless numbers allow to fully capture the different transitions in the postcracking regime, which can range from softening to hardening, including hyper-strength phenomena.The focus of the present work is on the minimum reinforcement condition, i.e., the combination of ρmin and Vf,min required to guarantee a stable post-peak response, which is defined by the critical values of the two reinforcement brittleness numbers, NP and NP,f.It is found that, at the critical conditions, NP and NP,f can be put in connection with a linear relationship, thus providing an effective tool to the minimum reinforcement design of HRC members, which is still lacking in the current structural design codes [4,5].The validity of the proposed approach is discussed on the basis of several numerical simulations and supported by experimental campaigns reported in the current scientific literature.

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: none
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.010
Threshold uncertainty score0.019

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0010.001
Open science0.0020.001
Research integrity0.0020.001
Insufficient payload (model declined to judge)0.0020.001

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 head0.182
Teacher spread0.176 · 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".

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Citations0
Published2022
Admission routes1
Has abstractyes

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