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Record W4408201434 · doi:10.1016/j.rineng.2025.104581

Numerical study on the punching shear strength of edge steel-reinforced concrete slab-column connections

2025· article· en· W4408201434 on OpenAlexaboutno aff
Ahmed Gouda

Bibliographic record

VenueResults in Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsSlabStructural engineeringPunchingColumn (typography)Reinforced concreteEnhanced Data Rates for GSM EvolutionMaterials scienceShear (geology)Shear strength (soil)GeologyGeotechnical engineeringComposite materialEngineering

Abstract

fetched live from OpenAlex

• Increasing slab thickness cuts deflection by 95% and reduces strength by 40%. • Column aspect ratio of 2 boosts strength by 21%, but ratio of 5 reduces it by 36%. • Larger column stubs lower strength by 43% due to stress redistribution. • Reducing span-to-depth ratio improves strength by 25% and reduces deflection by 93%. Punching shear failure in steel-reinforced concrete (RC) edge slab-column connections poses a critical challenge in structural engineering, with safety and design efficiency implications. This study investigates the influence of key geometric parameters—slab thickness, column aspect ratio, square column stub size, and span-to-depth ratio—on punching shear strength, a topic underexplored in existing research. A unique feature of this research is the ability to examine the effects of slab thickness, column aspect ratio, and square column stub size independently, without any interference from changes in the span-to-depth ratio, by keeping it constant. This approach has never been achieved before and is impractical in experimental studies. Using finite element modeling, over 20 connection configurations were analyzed to assess their structural behavior. Results showed that increasing slab thickness reduced deflection by up to 95% but decreased punching shear strength by 40% due to stress redistribution. Higher column aspect ratios and larger square column stubs caused strength reductions of 36% and 43%, respectively, while reducing the span-to-depth ratio enhanced stiffness and punching shear strength by 25%. The study also evaluated the accuracy of three design standards—American (ACI 318-19 (22)), Canadian (CSA-A23.3:24), and Japanese (JSCE-2007)—revealing deviations of up to 144% from actual performance. To address these discrepancies, four new equations were proposed, tailored to specific geometric parameters, and validated against available literature, demonstrating superior accuracy compared to existing standards. These findings underscore the limitations of current methodologies and emphasize the importance of incorporating geometric factors to improve slab-column connection designs in modern construction.

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)0.001
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 score0.021

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0010.001
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.011
GPT teacher head0.238
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

Citations3
Published2025
Admission routes1
Has abstractyes

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