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Record W3112321773 · doi:10.1002/suco.202000345

Blind competition on the numerical simulation of steel‐fiber‐reinforced concrete beams failing in shear

2020· article· en· W3112321773 on OpenAlexfundno aff
Joaquim A. O. Barros, Beatriz Sanz, Petr Kabele, Rena C. Yu, Günther Meschke, J. Planas, Vítor M. C. F. Cunha, Antonio Caggiano, Nilüfer Özyurt, A. Ventura Gouveia, Ab van den Bos, Elisa Poveda, Erez Gal, J Červenka, Gerrit E. Neu, Pierre Rossi, Daniel Dias‐da‐Costa, Károly Péter Juhász, David Ángel Cendón Franco, Gonzalo Ruiz, Tiago Valente

Bibliographic record

VenueStructural Concrete · 2020
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersFundação para a Ciência e a TecnologiaUniversitat Politècnica de CatalunyaMinisterio de Ciencia, Innovación y UniversidadesInstituto Politécnico de ViseuUniversidade Estadual PaulistaUniversidade de São PauloTsinghua UniversityUniversidad de Castilla-La ManchaUniversidade Estadual de CampinasHokkaido UniversityTechnische Universität MünchenTongji UniversityLebanese American UniversityKU LeuvenUniversidade do MinhoAgencia Estatal de InvestigaciónUniversity of TorontoChonnam National UniversityUniversidad Politécnica de MadridCairo UniversityTechnische Universiteit DelftBudapesti Műszaki és Gazdaságtudományi EgyetemUniversity of PretoriaShenzhen UniversityUniversidade do PortoTU Graz, Internationale Beziehungen und Mobilitätsprogramme
KeywordsStructural engineeringServiceability (structure)Fiber-reinforced concreteReinforcementFinite element methodNonlinear systemShear (geology)Ultimate loadMaterials scienceReinforced concreteDeflection (physics)EngineeringComposite material

Abstract

fetched live from OpenAlex

Abstract Experimental research has shown the extraordinary potential of the addition of short fibers to cement‐based materials by improving significantly the behavior of concrete structures for serviceability and ultimate limit states. Software based on the finite element method has been used for the simulation of the material nonlinear behavior of fiber‐reinforced concrete (FRC) structures. The applicability of the existing approaches has often been assessed by simulating experimental tests with structural elements, in general of a small scale, where the parameter values of the material constitutive laws are adjusted for the aimed predicting level, which constitutes an inverse technique of arguable utility for structural design practice. For assessing the predictive performance of these approaches, a blind simulation competition was organized. Two twin T‐cross section steel FRC beams, flexurally reinforced with steel bars and without conventional shear reinforcement in the critical shear span, were experimentally tested up to failure. Despite the experimental data provided for the definition of the relevant model parameters, inaccuracies on the load capacity, deflection, and strain at peak load attained 40, 113, and 600%, respectively. Inadequate failure modes and highly different results were estimated with the same commercial software, indicating the need for deeper analysis and understanding of the models and influence of their parameters on their predictive performance.

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)0.003
metaresearch head score (Gemma)0.006
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.011
Threshold uncertainty score0.023

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0030.006
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0010.001
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0040.000

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 head0.022
GPT teacher head0.249
Teacher spread0.227 · 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 designSimulation or modeling
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

Citations26
Published2020
Admission routes1
Has abstractyes

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