MétaCan
Menu
Back to cohort
Record W4366506743 · doi:10.11159/icsect23.141

Experimental Study to Implement the Saw-Cut Technique in Post-tensioned Concrete Beams under Laboratory Conditions

2023· article· en· W4366506743 on OpenAlexvenueno aff
Juan Antonio Mateu-Sánchez, P. Serna, E. Giménez-Carbó, Carmen Castro‐Bugallo, J. Navarro-Gregori, J.R. Martí-Vargas

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2023
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersAgencia Estatal de Investigación
KeywordsStructural engineeringMaterials scienceComputer scienceEngineering

Abstract

fetched live from OpenAlex

Post-tensioning is a common procedure used for prestressing a concrete member through reinforcement.The prestressing reinforcement is stressed after concrete casting, and the prestressing force is introduced by anchor heads at the member ends.Main codes provide specifications and requirements for design of post-tensioned concrete members (PCMs), so the designer set the initial prestressing force and must estimate the prestress losses along the service life of the member.Upon service loads.if prestress losses are underestimated in design, excessive deflections and unexpected cracking can occur, whereas inefficient designs are performed if prestress losses are overestimated.Therefore, an accurate determination of the residual prestressing force is essential within the context of the assessment of PCMs.However, conventional construction practice over the years has been carried out without the use of devices to track the evolution of prestress losses from casting, which, in turn, results in an unknown residual prestressing force.Therefore, it is necessary to implement suitable techniques and methods to determining the residual prestressing force in unmonitored PCMs.Hence, this contribution focuses on the development of an experimental study to implement the saw-cut technique to generate notches in post-tensioned concrete beams under laboratory conditions.The rationale of the testing procedure is described, together the main aspects to be considered from a metrological perspective from both electrical and non-electrical extensometry devices.The description of the experimental campaign and the variables considered to produce different stress-strain states, the steps to follow and track the sources of time-dependent prestress losses, and the main results obtained after testing a preliminary series of beams are presented.The advances achieved will serve as basis for a better understanding of the effects of notching by saw cutting and will facilitate further in-situ applications to determine the residual prestressing force in PCMs.

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 score0.003
Threshold uncertainty score0.009

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0030.001

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 head0.007
GPT teacher head0.226
Teacher spread0.219 · 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 routes1
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207