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Record W4402269305 · doi:10.32920/26871364.v1

Structural Performance of Bridge Barrier With Normal and Fiber-Reinforced Concrete

2024· preprint· en· W4402269305 on OpenAlexaboutno aff
Morteza Fadaee

Bibliographic record

Venuenot available
Typepreprint
Languageen
FieldEngineering
TopicTransportation Safety and Impact Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsBridge (graph theory)Structural engineeringMaterials scienceComposite materialFiberEngineering

Abstract

fetched live from OpenAlex

<p>Concrete barriers are categorized into various test levels for different vehicle crash criteria and traffic conditions based on design codes. They are designed per the crash and safety requirements specified for each barrier test level, as defined in the Canadian Highway Bridge Design Code (CHBDC). A steel-reinforced concrete barrier can be designed using the yield-line theory based on available yield-line capacity equations in the literature. However, further analysis is required to provide design recommendations for bridge designers and code writers to use these equations. Fiber-Reinforced Concrete (FRC) barriers are proposed for efficient design in terms of cost and performance. Three configurations of TL-5 FRC barrier were developed considering only stainless-steel bars at the front face of the barrier, with no back side reinforcement. This study conducts numerical and experimental studies on the analysis and design of bridge barriers made of normal concrete and FRC. The research program includes (i) numerical study of five different bridge barrier types based on CHBDC definitions and using the available yield-line failure capacity equations obtained from previous studies, (ii) experimental study on flexural performance of FRC beam specimens for fiber percentage determination and (iii) full-scale testing of three developed TL-5 bridge barrier made of FRC. Yield-line analysis showed that recently developed trapezoidal yield-line capacity equations provide the most critical load capacity for all bridge barrier types. Recommendations for the use of such methodology in the design of steel-reinforced barriers were drawn. The experimental investigation on FRC beams revealed that 1% synthetic fiber volume is the best to produce FRC mix for barrier construction per CHBDC requirements and to provide proper concrete surface appearance. The experimental tests on full-scale barriers showed that three developed FRC, stainless-steel reinforced barriers exhibited much greater transverse load-carrying capacities at the interior and end locations than the CHBDC factored design load. Based on the barrier’s structural details, three failure modes were observed, namely: punching shear failure at the top surface of the barrier wall, concrete breakout of the embedded bent stainless-steel bars in the concrete base and trapezoidal yield-line failure with flexural-shear cracks.</p>

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: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.088
Threshold uncertainty score0.752

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)0.0010.000

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 head0.008
GPT teacher head0.206
Teacher spread0.198 · 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

Citations1
Published2024
Admission routes1
Has abstractyes

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