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Structural performance of the GFRP-reinforced precast concrete no-gap boat ramp plank

2025· article· en· W4409634302 on OpenAlexaff
Shahrad Ebrahimzadeh, Allan Manalo, Omar Alajarmeh, Xian Yang, Brahim Benmokrane, Charles-Dean Sorbello, Senarath Weerakoon, Reza Hassanli

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversité de SherbrookeNatural Sciences and Engineering Research Council of Canada
FundersDepartment of Transport and Main Roads, Queensland GovernmentCooperative Research Centres, Australian Government Department of IndustryUniversity of Southern Queensland
KeywordsPrecast concretePlankStructural engineeringFibre-reinforced plasticReinforced concreteEngineering

Abstract

fetched live from OpenAlex

This study evaluated a new design of boat ramp planks called the “no-gap” concept where individual precast concrete planks reinforced internally with glass fibre-reinforced polymer (GFRP) are linked through GFRP rods to provide integrity. The no-gap boat ramp provides an efficient boating infrastructure with reduced maintenance and ease of manufacturing and assembly process, as well as mitigates the risk of injury, as it removes the grout-filled gap that often requires repairs. Five large-scale GFRP-reinforced precast concrete planks with one, two and three segments were manufactured, assembled, and tested to evaluate their performance including load-carrying capacity, strain behaviour, cracking propagation, and failure mechanisms. The study revealed that the presence of the GFRP rod can improve the post-failure behaviour of the GFRP-reinforced precast concrete plank segment. Under flexural-shear loading, joint opening, stress concentration on the rod, and concrete crushing at the joint region were observed. Under only shear loading conditions, the no-gap plank displayed increased joint rotation and stiffness with interlaminar failure of the rod. The gaps in the joint have a negative effect on the flexural performance of the segmental plank, resulting in 37 % and 23 % reductions in initial stiffness and load-carrying capacity, respectively. The numerical model which considers the non-linearity of the concrete, accurately describes the behaviour of the no-gap concrete segmental plank. • New design of GFRP-reinforced concrete boat ramp plank was tested and analysed. • Influence of GFRP rod appearance, gap in the joint, and loading configuration are studied. • Flexural capacity and stiffness, load-strain behaviour, and failure behaviour are presented. • Residual displacement and deflection along the length using DIC have been investigated. • Numerical evaluation of the flexural behaviour is conducted.

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 categoriesMeta-epidemiology (narrow)
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 score0.432
Threshold uncertainty score1.000

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 science0.0010.000
Research integrity0.0000.001
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 head0.006
GPT teacher head0.198
Teacher spread0.192 · 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.

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

Citations3
Published2025
Admission routes1
Has abstractyes

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