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Bending Stiffness and Load–Deflection Response Prediction of Mass Timber Panel–Concrete Composite Floor System with Mechanical Connectors

2021· article· en· W3182082296 on OpenAlexaff
Md Abdul Hamid Mirdad, Ying Hei Chui, Douglas Tomlinson, Yuxiang Chen

Bibliographic record

VenueJournal of Performance of Constructed Facilities · 2021
Typearticle
Languageen
FieldEngineering
TopicWood Treatment and Properties
Canadian institutionsNatural Sciences and Engineering Research Council of CanadaUniversity of Alberta
Fundersnot available
KeywordsStructural engineeringDeflection (physics)StiffnessBending stiffnessComposite numberCrackingBendingVibrationFlexural rigidityEngineeringMaterials scienceComposite material

Abstract

fetched live from OpenAlex

Mass timber panel–concrete (MTPC) composite floor systems are currently the preferred choice of designers for multistory modern mass timber construction. An analytical model for one-way-acting composite panels has been developed to predict the effective bending stiffness and load–deflection response of MTPC composite floor systems by considering the elastic-plastic behavior of interlayer connectors and the presence of a soft acoustic layer between concrete and timber. One-way-acting composite floor panels were tested under four-point bending and vibration with various configurations to validate the developed stiffness prediction model and investigate the influence of different parameters. The experiments showed that the model can predict the effective bending stiffness of MTPC composite systems within 10% of the bending test values in the elastic range and 14% of the modal test results. The so-called gamma method, commonly used for designing composite systems, provides predictions within 12% of the test bending stiffness, on average. Although both the gamma and proposed methods yield similar results, the proposed method is more comprehensive and less restrictive in terms of the underlying assumptions that underpin the method. The proposed model is also capable of predicting the postyielding load–deflection response of the composite system. A comparison of the predicted and tested load–deflection responses indicates a reasonable agreement between the two, although the predicted effective bending stiffness tends to be higher. The predictive capability of the model for the postyielding response can be further improved by considering the influence of cracking in concrete slabs.

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 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)0.000
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 score0.036
Threshold uncertainty score0.466

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
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 head0.013
GPT teacher head0.178
Teacher spread0.165 · 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 teacher head, 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

Citations9
Published2021
Admission routes1
Has abstractyes

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