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Record W6983802004

Numerical and Experimental Investigation of Punching Shear of Slab-Column Connections Retrofitted with Ultra High Performance Fibre Reinforced Concrete (UHPFRC)

2022· dissertation· en· W6983802004 on OpenAlexaboutno aff

Bibliographic record

VenueQSpace (Queen's University Library) · 2022
Typedissertation
Languageen
FieldSocial Sciences
TopicUrban, Neighborhood, and Segregation Studies
Canadian institutionsnot available
Fundersnot available
KeywordsSlabFinite element methodServiceability (structure)Ultimate tensile strengthOverlayPunchingFailure mode and effects analysisReinforced concrete
DOInot available

Abstract

fetched live from OpenAlex

Punching shear is described as a brittle failure mode that can occur in reinforced concrete buildings at the slab-column connection area. Many times, such a failure mode can initiate a potential progressive collapse of the building. An in-depth investigation was performed to examine possible structural failures of flat slab construction, as well as research punching shear both experimentally and numerically. This included validated Finite Element Analysis (FEA) models and a planned proposed retrofit method to strengthen the slab, promoting improved serviceability and resilience. A proposed retrofit method of using Ultra High Performance Fibre Reinforced Concrete (UHPFRC) as a tensile overlay was suggested for a square slab with side lengths of 1.8m and a thickness of 120mm, having extended square column stubs with side lengths of 200mm. Two slabs were constructed, including a control specimen (un-retrofitted) and a 30mm full tensile overlay retrofitted specimen with UHPFRC. Two more slabs are planned to be constructed, with all four being tested in future research. These additional two slabs will have full overlay thicknesses of 15mm and 20mm. FEA models were established and analyzed for all proposed slabs. All FEA were conducted in ABAQUS software using the concrete damaged plasticity model. Another FEA software was also considered (ATENA), but the obtained results were not in good agreement with test results. ABAQUS results showed that an increase of thickness provided greater punching shear strength. The control specimen was compared to code provisions to validate accuracy. It was found that ACI-318-19 proved to be most accurate, whereas CSA A23.3-19 was one of the least accurate. To model the constitutive behaviour of UHPFRC, emphasis was given to the tensile properties using the inverse analysis equations proposed in the recent Canadian codes (CSA A23.1-19 and CSA S6-19). A series of parametric studies were performed, varying model parameters using stress-strain or stress-crack width properties and the inclusion of damage. It was concluded that the stress-crack width provided better results for the post-peak softening along with the damage parameters compared to prism test results; however, the peak load was found to be greatly overestimated.

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 score0.006

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.008
GPT teacher head0.207
Teacher spread0.199 · 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".

Quick stats

Citations0
Published2022
Admission routes1
Has abstractyes

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