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Record W7161766910 · doi:10.82308/16710

Effects of delamination on the response of slab-column connections in parking structures

2013· dissertation· en· W7161766910 on OpenAlex

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.

aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

Venuenot available
Typedissertation
Languageen
FieldEngineering
TopicStructural Response to Dynamic Loads
Canadian institutionsnot available
Fundersnot available
KeywordsReinforcementPunchingDelamination (geology)Shear (geology)Deflection (physics)Flexural strength

Abstract

fetched live from OpenAlex

The risk of progressive collapse of reinforced concrete parking structures due to punching shear failure of a slab-column connection can be increased by the corrosion of the top flexural reinforcement and delamination caused by exposure to de-icing salts. Although considerable research has been conducted regarding the punching shear failure of slab-column connections, there has been little research regarding the effects of corrosion of reinforcement and delamination on the punching and post-punching shear responses of the connections. Three slab-column connections were designed, constructed, and tested at McGill University to study: (1) the effects of significant delamination on the punching and post-punching responses of the specimens, and (2) the effects of structural integrity reinforcement on the post-punching behavior of delaminated specimens. A plastic sheet was cast below the top mat of reinforcement of each specimen to simulate extensive delamination of the reinforcement. The experimental results were compared to the experimental results of companion specimens tested by others, predictions using the CSA A23.3-04 design provisions, and predictions from an analytical model developed for the post-punching response. The presence of structural integrity reinforcement allowed for the development of a post-punching shear resisting mechanism, producing a significant increase in both the post-punching shear resistance and the ultimate deflection of the specimen. Extensive delamination caused decreases in the pre-punching stiffness, punching shear resistance, and post-punching shear resistance of the specimens. The analytical model provided relatively accurate predictions of the progressive breakout of each layer of reinforcement during the post-punching shear response for the specimens without delamination. However, the predictions for the delaminated specimens were less accurate, probably due to the combination of damage from both delamination and from the progressive damage during breakout of the reinforcement. The model under-estimated the ultimate deflection of the specimens.

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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)0.001
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: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.400
Threshold uncertainty score0.716

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
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 head0.004
GPT teacher head0.220
Teacher spread0.215 · 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

Quick stats

Citations0
Published2013
Admission routes1
Has abstractyes

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