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Record W1567720223

Fatigue Reliability Analysis of Steel Girder Bridges

2005· article· en· W1567720223 on OpenAlexaboutno aff
HP Hong, Katsuichiro Goda, W Wang

Bibliographic record

VenueExplore Bristol Research · 2005
Typearticle
Languageen
FieldEngineering
TopicFatigue and fracture mechanics
Canadian institutionsnot available
Fundersnot available
KeywordsTruckStructural engineeringReliability (semiconductor)GirderEngineeringBridge (graph theory)Limit state designReliability engineeringAutomotive engineering
DOInot available

Abstract

fetched live from OpenAlex

This study is focused on the fatigue reliability and calibration of the required fatigue design factor to achieve a selected target reliability level. A review of the previous bridge design code calibration analyses shows that the target safety level employed for the calibration of several versions of the design codes are inconsistent. However, the target reliability level employed for the calibration of the CHBDC is set equal to 3.5 for a design life of 75 years. This target reliability level and design life period is adopted in this study. For calibrating the required fatigue design factor to achieve a target reliability level, firstly, a simple equation relating the reliability index to the fatigue design factor is developed. Also, MATLAB scripts were implemented and used to carry out dynamic analysis considering the bridge-pavement-vehicle interactions and to assess the statistics of the stress cycle and stress range. For the analysis, bridge with span ranging from 12 to 36 (m) are considered. Two categories of pavement roughness and different truck speeds are employed as well. The analysis results show that in almost all cases, except for the cases of the bridge with a span of 35.36 (m) and truck speed less than or equal to 100 km/hr, the use of the fatigue design factor of 0.52 is not conservative. This conclusion is based on the consideration that the traffic volume used for the design represents the actual traffic volume. Based on the findings of this study, it is suggested that the fatigue design factor is to be recalibrated for the next edition of the Canadian bridge design code. Also it is recommended that the truck survey task should be extended for many locations including the collections of the statistics of traffic volumes, and that comparison of the in situ measurement and numerical analysis of the stress cycle and range to be conducted to assess the modeling error.

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)0.001
metaresearch head score (Gemma)0.003
Version: metacan-v3-hybrid-931329e0061cValidation 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 score0.003
Threshold uncertainty score0.006

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.003
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0020.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.131
GPT teacher head0.370
Teacher spread0.240 · 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 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
Published2005
Admission routes1
Has abstractyes

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