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Record W4245073662 · doi:10.32920/ryerson.14668692

Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars

2021· preprint· en· W4245073662 on OpenAlexaffabout
Hamidreza Khederzadeh

Bibliographic record

Venuenot available
Typepreprint
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsToronto Metropolitan University
Fundersnot available
KeywordsFibre-reinforced plasticStructural engineeringDurabilityFailure mode and effects analysisMaterials scienceDeckCorrosionEngineeringComposite material

Abstract

fetched live from OpenAlex

In harsh environment, corrosion of steel reinforcement causes durability problems. Glass Fiber Reinforced Polymer (GFRP) has emerged as an alternative to corrosion-related problem of steel bars in development of sustainable bridge deck and barrier walls. The current research program has been divided into five phases. In phase I, an extensive study has been conducted on pullout strength and bond behavior of pre-installed GFRP bars into concrete slabs and concrete cubes. In phase II, based on the Canadian Highway Bridge Design Code (CHBDC) factored applied moment at deck-wall junction, three configurations of GFRP-reinforced barrier detailing, using High-Modulus (HM) and Standard-Modulus (SM) GRFP bars, were proposed. The proposed barriers were tested by constructing five actual-size, 1.0-m long, PL-3 barrier models to determine their ultimate load carrying capacities and failure modes. In phase III, a full-scale PL-3 barrier made of GFRP-HM bars, with headed-end anchors as connecting bars to the deck slab, was constructed and tested under transverse static loading at both interior and exterior locations to-collapse to determine its crack pattern, failure mode and static ultimate load carrying capacity. In phase IV, from the trapezoidal failure pattern observed during testing the GFRP-reinforced PL-3 barriers, the research program was extended to revisit the triangular yield-line failure patterns in steel-reinforced PL-2 and PL-3 barriers specified in AASHTO-LRFD specifications. Experimental static tests to-collapse were conducted on constructed actual-size PL-2 and PL-3 steel-reinforced barriers, leading to more accurate expressions for their transverse load capacities developed based on the yield-line theory. In phase V, non-linear finite element analysis was conducted on GFRP-reinforced bridge barriers tested in phase III. The finite-element modeling was conducted to solely simulate the experimental test results for future research. A good agreement between experimental observations and numerical finite-element modeling was observed. Finally, this research led to (i) a more accurate design procedure for the GFRP - and steel-reinforced barrier wall and the barrier-deck joint, and (ii) design tables for the applied moment and tensile forces to be used to design the deck slab and the barrier deck-junction to resist transverse loading resulting from vehicle impact.

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)0.000
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 score0.001
Threshold uncertainty score0.005

Distilled classifier scores by category (both heads)

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 integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.001

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 head0.049
GPT teacher head0.262
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 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

Citations4
Published2021
Admission routes2
Has abstractyes

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Same topicStructural Behavior of Reinforced ConcreteFrench-language works237,207