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Record W4206935897 · doi:10.32920/16860391

Experimental Study On The Strength Of TL-5 Concrete Bridge Barrier Reinforced With Stainless Steel Bars

2021· preprint· en· W4206935897 on OpenAlexaboutno aff
Alexander Ruta

Bibliographic record

Venuenot available
Typepreprint
Languageen
FieldEngineering
TopicTransportation Safety and Impact Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsStructural engineeringSlabCantileverMaterials scienceFlexural strengthTransverse planeYield (engineering)Composite materialGeotechnical engineeringEngineering

Abstract

fetched live from OpenAlex

<div>AASHTO-LRFD Bridge Design Specifications provide equations for the flexural capacity of concrete barriers subjected to vehicle impact based on the yield-line theory. However, no experimental testing nor computer modelling was found in the literature to support the AASHTOLRFD triangular yield-line failure pattern. The objective of this study is to generate experimental research data on the behavior of Test-Level 5 (TL-5) concrete barrier reinforced with stainless steel bars when subjected to transverse vehicular loading. The experimental program included testing four actual-size barriers, two of 6.5 m length and two of 4.5 m length. One barrier in each group was cast over a thick undeformable concrete base, while the other barrier was cast over a short slab cantilever. The 6.5 m long barriers were tested under a transverse line load centered at their mid-length, while the 4.5 m long barriers were tested under transverse exterior line loading.</div><div>Results showed a trapezoidal flexural crack pattern in the barrier wall in contrast to the AASHTOLRFD triangular yield-line pattern. The 4.5 m long barrier supported on thick concrete slab and the two 6.5 m long barriers failed in a punching shear mode. While the 4.5 m long barrier supported on a cantilever failed due to flexural cracks in the barrier wall and the slab cantilever along with anchorage cracks at the bottom end of the diagonal bent bars in the barrier wall embedded in the deck slab. Finally, the experimental transverse capacity of the tested barriers was greater than the design value in the Canadian Highway Bridge Design Code. However, it is recommended to increase the embedment length of the diagonal bent bars at the barrier-deck junction to be 185 mm instead of 125 mm to assist in altering the observed flexural/anchorage failure mode to punching shear failure at greater applied loading.</div>

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 categoriesInsufficient payload (model declined to judge)
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 score0.846
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
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 head0.019
GPT teacher head0.249
Teacher spread0.230 · 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

Citations0
Published2021
Admission routes1
Has abstractyes

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