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Structural behaviour of indeterminate continuous reinforced concrete beams with shear reinforcement and asymmetric loading

2025· article· en· W4413143890 on OpenAlexafffundabout
Jacob Yager, Neil A. Hoult, Evan C. Bentz, Joshua E. Woods

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversity of TorontoQueen's University
FundersNatural Sciences and Engineering Research Council of CanadaARUP LaboratoriesKPMG
KeywordsIndeterminateStructural engineeringReinforcementReinforced concreteShear (geology)Statically indeterminateMaterials scienceComposite materialEngineeringMathematics

Abstract

fetched live from OpenAlex

Despite statically indeterminate continuous reinforced concrete beams being commonly used in most reinforced concrete structures, a limited number of studies have been conducted to explore their behaviour. In addition, there have been no studies that have investigated asymmetric loading ratios on multi-span continuous beams. To address this, two nominally identical indeterminate continuous reinforced concrete beams were tested, and their behaviour was evaluated using discrete and distributed sensing. The beams had two spans, were continuous across the central support, and had a point load applied at the centre of each span. The applied load on each span was increased at the same rate up to a service load of 200 kN (approximately 60 % of first yield). After that, the load on one span was held constant while the load on the other span was increased until failure. There was a 12 % difference in load carrying capacity despite the beams being nominally identical, which was thought to be due to the formation of a shear hinge in one of the beams. Crack development, which may have been influenced by shrinkage behaviour, may have played a role in the formation of the shear hinge. The Canadian concrete code (CSA A23.3) shear prediction, which predicted a ductile flexural failure, was found to be unconservative, with both beams being shear critical. The beam with the shear hinge had the lower test-to-predicted ratio of 0.72. • Tested reinforced concrete continuous beams with three supports and two spans. • 12 % difference in load carrying capacity despite being nominally identical beams. • Canadian reinforced concrete design code shear prediction may be unconservative. • Shear hinge prevented full central support moment capacity being achieved. • Cracking behaviour contributed to differences in ultimate behaviour.

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 score0.004

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 studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0010.000
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 head0.004
GPT teacher head0.206
Teacher spread0.202 · 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
Published2025
Admission routes3
Has abstractyes

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