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Record W4409852080 · doi:10.1016/j.istruc.2025.108882

Investigation of the degree of composite action in composite beams with precast concrete hollow core slabs

2025· article· en· W4409852080 on OpenAlex
Parinaz Panjehbashi Aghdam, Serge Parent, David W. Dinehart, Nathalie Roy

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 Load-Bearing Analysis
Canadian institutionsUniversité de Sherbrooke
FundersFonds de recherche du Québec – Nature et technologiesNatural Sciences and Engineering Research Council of CanadaFonds de recherche du QuébecUniversité de Sherbrooke
KeywordsPrecast concreteComposite numberCore (optical fiber)Structural engineeringMaterials scienceDegree (music)Composite materialEngineeringAcousticsPhysics

Abstract

fetched live from OpenAlex

Due to its economic and structurally efficient design benefits, steel-concrete composite structures are widely employed, particularly in the construction of multistory long-span structures. Composite structures incorporating precast concrete hollow core (PCHC) slabs offer advantages such as reduced weight, enhanced fire resistance, improved soundproofing, and increased sustainability compared to traditional solid concrete slabs. While previous studies have investigated the composite action between steel beams and solid concrete slabs, there has been a limited focus on understanding the composite behaviour between composite steel beams and PCHC slabs. This oversight in current building codes during the design phase may contribute to the specification of smaller steel beam sections. This paper aims to investigate the degree of composite action between steel beams and PCHC slabs by performing two full-scale flexural tests. The specimens feature PCHC slabs with depths of 203- and 254 mm connected to steel beams through 19-mm diameter shear connectors. The monitoring of concrete crack formation, failure modes, and deflections was conducted using instrumentation and a data acquisition system. The degree of composite action (DCA), a crucial parameter for describing the structural behaviour of composite beams, was determined using displacement, load, and strain methods. Additionally, the digital image correlation (DIC) technique was applied to track the location of the neutral axis within the composite beam during testing. DIC results were subsequently employed to validate the neutral axis position obtained from the experimental data based on the results of the earlier performed push-out tests on composite beams with PCHC slabs. A novel methodology was proposed to enhance the design process for composite beams employing hot-rolled sections with PCHC slabs. This innovative approach takes into account the degree of composite action, thereby offering a valuable framework for the structural design of such composite structures. • Degree of composite action (DCA) in composite steel beams with PCHC slabs is calculated. • Full-scale flexural tests were performed on composite beams with PCHC slabs. • Neutral axis position (N.A.P.) in composite PCHC systems is obtained from push-out tests. • Steel beam web deformation and neutral axis displacement are monitored using DIC. • Experimental bending moments are compared to values from push-out test results.

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 categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.328
Threshold uncertainty score0.403

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
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 head0.027
GPT teacher head0.234
Teacher spread0.207 · 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