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Record W4404738499 · doi:10.1061/jccof2.cceng-4785

Two-Way Shear Strength of GFRP-Reinforced Precast Concrete Box Culverts under Vertical Concentrated Loading

2024· article· en· W4404738499 on OpenAlexaffabout
Ahmed Elnady, Salaheldin Mousa, Brahim Benmokrane

Bibliographic record

VenueJournal of Composites for Construction · 2024
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsUniversité de Sherbrooke
Fundersnot available
KeywordsPrecast concreteCulvertMaterials scienceFibre-reinforced plasticReinforced concreteStructural engineeringShear (geology)Composite materialShear strength (soil)Geotechnical engineeringGeologyEngineering

Abstract

fetched live from OpenAlex

The purpose of this study was to investigate the two-way shear strength of precast concrete box culverts reinforced with glass fiber–reinforced polymer (GFRP) bars. The investigations included testing four full-scale specimens reinforced with GFRP bars under truck wheel load in accordance with current Canadian design codes. The load was applied to the top slab at three different distances: d (effective depth), 1.5d, and 2.5d from the tip of the haunch to the edge of the load plate. One of the specimens was placed and tested on an aggregate bedding material instead of the rigid floor of the test laboratory. Following experimental testing, a theoretical study was conducted to evaluate experimental shear strength to predicted values using different provisions of several North American and international design standards. Two-way shear failure in the top slab occurred in all tested box culverts, indicating that GFRP-reinforced concrete box culverts are critical in shear under traffic wheel loads. The behavior of the tested box culverts was significantly affected by changing the load location or testing the specimen on an aggregate bedding material. On the other hand, the available two-way shear equations conservatively predicted the two-way shear strength of the top slab of the box culverts. Moreover, the two-way shear action equation used in the Canadian standards considers only the cracking strength of concrete. Therefore, an equation has been proposed to consider the characteristics of the GFRP bars and shear span to effective depth ratio. The proposed equation accurately predicted the two-way shear strength and may be considered in future provisions. Finally, the findings demonstrated the feasibility and efficiency of using GFRP bars as internal reinforcement in concrete box culverts.

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: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.338
Threshold uncertainty score0.643

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 head0.007
GPT teacher head0.220
Teacher spread0.214 · 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 designSimulation or modeling
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
Published2024
Admission routes2
Has abstractyes

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