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Record W4387589740 · doi:10.1061/jccof2.cceng-4108

Performance of Precast FRC Tunnel Lining Segments Reinforced with GFRP Bars under Quasi-Static Cyclic Flexural Loading

2023· article· en· W4387589740 on OpenAlexaff
Basil Ibrahim, Salaheldin Mousa, Hamdy M. Mohamed, Brahim Benmokrane

Bibliographic record

VenueJournal of Composites for Construction · 2023
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversité de Sherbrooke
Fundersnot available
KeywordsPrecast concreteFibre-reinforced plasticMaterials scienceFlexural strengthStructural engineeringDuctility (Earth science)StiffnessComposite materialCrackingReinforcementGlass fiberHysteresisCreepEngineering

Abstract

fetched live from OpenAlex

Precast fiber-reinforced concrete (FRC) tunnel lining segments are designed using fundamental principles recommended in various international design provisions and guidelines. Current design provisions, however, do not apply to designing precast concrete tunnel (PCTL) segments reinforced internally with fiber-reinforced polymer (FRP) bars. Moreover, the behavior of PCTL segments reinforced internally with glass-FRP (GFRP) bars under quasi-static cyclic flexural loading is a field in which no experimental research results are available in practice. This paper reports on investigating the cyclic behavior of GFRP-reinforced precast FRC tunnel lining segments. Four full-scale GFRP-reinforced PCTL segments were fabricated and tested under quasi-static cyclic flexural loading. The segments had a total length, width, and thickness of 3,100, 1,500, and 250 mm, respectively. The investigated test parameters were the concrete type, the longitudinal reinforcement ratio, and the transverse reinforcement configuration. The hysteresis response, cracking pattern, ductility index, deformability, unloading stiffness degradation, and secant stiffness damage index of the test segments were identified and evaluated. The experimental results from this study showed that the hysteretic response of the GFRP-reinforced precast FRC tunnel lining segments exhibited stable cyclic behavior with no or limited strength degradation until failure. Moreover, the test results showed that the segments demonstrated adequate ductility index and deformability limits. An analytical model to predict the hysteresis behavior of the test segments was produced, and its results were compared to the experimental results. The results of this study showed the effectiveness of using FRC for GFRP-reinforced PCTL segment applications under quasi-static cyclic flexural conditions.

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)0.000
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 score0.004

Distilled classifier scores by category (both heads)

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)0.0010.000

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 head0.015
GPT teacher head0.238
Teacher spread0.222 · 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

Citations5
Published2023
Admission routes1
Has abstractyes

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