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Record W4400978673 · doi:10.1016/j.jcsr.2024.108888

Behaviour of steel I-beams reinforced with welded cover plates in the negative bending moment region

2024· article· en· W4400978673 on OpenAlexafffund
Masoud Mohammadzadeh, Anjan K. Bhowmick

Bibliographic record

VenueJournal of Constructional Steel Research · 2024
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsConcordia University
FundersNatural Sciences and Engineering Research Council of CanadaConcordia UniversityGina Cody School of Engineering and Computer Science, Concordia University
KeywordsStructural engineeringBending momentWeldingMoment (physics)Cover (algebra)BendingMaterials scienceEngineeringComposite materialPhysicsMechanical engineeringClassical mechanics

Abstract

fetched live from OpenAlex

Steel I-beam bridges often require strengthening due to changes in loading requirements or to increase the design life of the bridges. As the bottom flange of the I-beam is accessible most of the time, an economical option is to weld a steel cover plate to the bottom flange of the existing beam. In a continuous bridge, the bottom flange of the I-beam at the pier location is in compression. This paper presents a numerical study on preloaded steel I-beams reinforced with steel cover plates welded at the compression flanges of the beams. A series of steel I-beams are analyzed to study the effects of different parameters, such as preload level, cover plate thickness, unbraced length of the beam, material grade difference between the original I-beam and the reinforcing plate, length of the cover plate, on the behaviour of I-beams strengthened with welded cover plates at the compression flanges. Three-point loading condition was considered to simulate continuous span bridges. Finite element (FE) analyses show that adding cover plates to adjacent spans of interior support increases the ultimate capacity and the stiffness of the beam, and there is no need to extend the cover plate beyond the zero-bending moment location. Also, the reinforcement can prevent the beam from lateral torsional buckling failure. Furthermore, the preloading level has an insignificant effect, less than 3% for a preload level up to 60% of the base beam capacity, on the capacity of the steel I-beams reinforced with welded cover plates in the negative moment region. FE analysis also shows that AASHTO can reasonably predict the flexural capacities of I-beams reinforced with welded cover plates in the negative moment region.

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)0.001
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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.553
Threshold uncertainty score0.451

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
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 head0.034
GPT teacher head0.306
Teacher spread0.271 · 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

Citations4
Published2024
Admission routes2
Has abstractyes

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