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Record W4401423170 · doi:10.11159/ijci.2024.012

Evaluating In-Span Hinge Connections: Empirical Methods and Strut-and-Tie Analysis

2024· article· en· W4401423170 on OpenAlexvenueno aff
Shaymaa Obayes, Monique Head

Bibliographic record

VenueInternational Journal of Civil Infrastructure · 2024
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsHingeSpan (engineering)Structural engineeringComputer scienceEngineeringMathematics

Abstract

fetched live from OpenAlex

Shiplap hinge joints (SHJs) can alter the intended load paths and affect the structural performance of various bridge components, including the deck and piers.This issue is especially significant for older bridges with SHJs designed using traditional methods, which may not meet the minimum reinforcing, anchorage, and development length requirements specified in the AASHTO LRFD Bridge Design Specifications.The detailed finite element (FE) models are employed to examine load paths, mechanical contributions, and effective stress along rebar.It aims to compare the ultimate capacity and associated failure mechanisms of beam ledges with SHJs as predicted by both empirical and strut-and-tie methods.The analyses, conducted according to current AASHTO LRFD standards, illustrate the consequences of older bridge designs and their associated failure mechanisms when assessing beam ledges with SHJs.Additionally, the study offers insights into applying strutand-tie methods for evaluating existing bridges with in-span hinge connections and properly accounting for development lengths using the strut-and-tie method compared to the empirical method.

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)0.004
metaresearch head score (Gemma)0.016
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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.004
Threshold uncertainty score0.024

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0040.016
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0040.001
Science and technology studies0.0000.001
Scholarly communication0.0010.002
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0020.000

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 head0.032
GPT teacher head0.409
Teacher spread0.377 · 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

Citations0
Published2024
Admission routes1
Has abstractyes

Explore more

Same venueInternational Journal of Civil InfrastructureSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207