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Record W4380449408 · doi:10.52202/069179-0239

FIRE RESISTANCE TESTING OF CLT-CONCRETE COMPOSITE FLOOR SLABS WITH STRIP NOTCH SHEAR CONNECTIONS

2023· article· en· W4380449408 on OpenAlexafffundabout
Javad Tashakori, Sam Salem

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicWood Treatment and Properties
Canadian institutionsLakehead University
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsCross laminated timberStructural engineeringComposite numberSpan (engineering)Shear (geology)Composite materialMaterials scienceGeotechnical engineeringEngineering

Abstract

fetched live from OpenAlex

The latest edition of the National Building Code of Canada (NBCC 2020) permits wood products to be used as the primary material in constructing up to twelve-story buildings.This results in an enduring increase in the application of mass timber sections, such as glued-laminated timber (glulam) and cross-laminated timber (CLT).Timber floors in such tall mass timber buildings can be even more robust and span longer by adding a top concrete layer to allow the formation of timber-concrete composite (TCC) floor systems when adequate shear connectors are utilized.In TCC systems, notch connections can allow a gap between the timber and the concrete top layer to have a better floor system in terms of cost saving and acoustic characteristics.This paper presents the experimental results of two full-size TCC floor slabs that have been examined under service load and standard fire exposure.Each test assembly had a 5300 mm total length with a 5000 mm clear span and 900 mm width.The composite sections were formed of a 5-ply CLT panel of 143 mm thickness and a 65-mm thick concrete layer on a 25-mm thick insulation layer.In those two fire tests, the performance of CLT-concrete composite slabs was achieved due to the nearly full composite action between the CLT panel and the concrete top layer, resulting from the utilization of 150-mm wide rectangular strip notch shear connections.Test results show that the failure of the composite slabs under standard fire exposure depends mainly on the reduction of the CLT section due to charring.However, due to the activation of the composite action, both composite floor slabs sustained the applied service loads for the 90 min duration of standard fire exposure.However, a whole-wide strip notch connection needs to be designed carefully to achieve acceptable fire resistance based on available design equations.In addition, having a whole-wide notch connection would influence the initial deflections of the supporting CLT panels while poured concrete is still wet if no shoring is provided in the middle of the slabs.Thus, to avoid excessive initial mid-span deflections and to meet the design serviceability requirements, intermediate support needs to be provided until concrete is hardened.

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 score0.004
Threshold uncertainty score0.008

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 studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.001

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 head0.022
GPT teacher head0.200
Teacher spread0.177 · 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
Published2023
Admission routes3
Has abstractyes

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