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Record W3042320166

Experimental Investigation of Steel Fiber Reinforced Concrete as Supplemental Reinforcement in Bridge Decks

2016· article· en· W3042320166 on OpenAlexaboutno aff
Joshua A. McMahon

Bibliographic record

VenueOakTrust (Texas A&M University Libraries) · 2016
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersFederal Highway AdministrationArizona Department of TransportationU.S. Department of Transportation
KeywordsReinforcementBridge (graph theory)Fiber-reinforced concreteStructural engineeringFiberMaterials scienceReinforced concreteComposite materialForensic engineeringEngineering
DOInot available

Abstract

fetched live from OpenAlex

Research on fiber reinforced concrete has been ongoing since the 1960’s. The current state of\nknowledge of SFRC demonstrates the benefits of the fibers in regards to the ductility, energy\ndissipation, and strength improvements of the reinforced concrete matrix. However, further\nvalidation of SFRC as supplemental or alternative reinforcement needs to be conducted before\nbridge deck designs using SFRC may be utilized. The interaction between FRC and steel\nreinforcement needs to be identified as current practice in the United States and Canada require\npositive reinforcement as an anti-progressive collapse mechanism regardless of the\nreinforcement or concrete matrix detailing. Low dosages of fibers could also be used to satisfy\nservice requirement while steel reinforcement satisfies the strength requirements. As a result,\nthe behavior of a SFRC deck under service conditions must also be investigated. The lack of\npractical, large scale experiments and a simple and reliable method for accurately determining\nthe tensile residual stress for SFRC has prevented the adoption of building codes regarding SFRC\nin the United States.\n\nThis research identified the possible use of steel fiber reinforced concrete (SFRC) in bridge decks\nas supplemental reinforcement. A case study analysis was conducted to identify how the\nperformance of SFRC was influenced by the bridge deck geometry, steel reinforcement ratio, and\nSFRC residual strength. The analysis shows that the addition of fibers permits a reduction of\ntraditional steel reinforcement while achieving design requirements. Findings of the theoretical\nstudy was verified in an experimental parameter study of individual SFRC slab-strips subjected to\nfour point bending tests. The slab-strips investigated the depth of the bridge deck, the ratio of\nsteel reinforcement, and its location in the cross-section. The load-deformation and crack\npatterning of the slab-strips describe the strength and failure behavior of SFRC. A full-scale bridge\ndeck was designed and tested using AASHTO LRFD design procedures and the results of the slab-strip tests. A yield line analysis was conducted on the bridge deck results to show the benefits of SFRC with respect to theoretical predictions. Based on the results of each phase of testing, design recommendations are provided to predict the capacity of SFRC slabs.

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 categoriesMeta-epidemiology (narrow), Insufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.108
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.002
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0050.000

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 head0.012
GPT teacher head0.200
Teacher spread0.188 · 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 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
Published2016
Admission routes1
Has abstractyes

Explore more

Same venueOakTrust (Texas A&M University Libraries)Same topicStructural Behavior of Reinforced ConcreteFrench-language works237,207