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Record W1985592066 · doi:10.1177/0731684409357799

Application of SRP Composite Sheets for Retrofitting Reinforced Concrete Beams: Cracking and Tension Stiffening

2010· article· en· W1985592066 on OpenAlexaff
Yail J. Kim, Amir Fam, Mark F. Green

Bibliographic record

VenueJournal of Reinforced Plastics and Composites · 2010
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsQueen's University
Fundersnot available
KeywordsStiffeningMaterials scienceComposite materialFlexural strengthFlexural rigidityCrackingStructural engineeringBeam (structure)Tension (geology)EpoxyServiceability (structure)Composite numberThree point flexural testUltimate tensile strengthEngineering

Abstract

fetched live from OpenAlex

This paper presents the contribution of steel-reinforced polymer (SRP) composites to the serviceability of reinforced concrete beams when retrofitted, with particular emphasis on cracking behavior and tension stiffening. SRP composite sheets, consisting of high-carbon steel unidirectional fabrics embedded in epoxy resin, provide high tensile strength and modulus at a reasonable cost. Six reinforced concrete beams, five of which are retrofitted using various widths of SRP sheets with or without end anchorage, are tested in three-point bending to examine their flexural performance, including crack width and depth progression, crack patterns, flexural rigidity, and tension stiffening. A 3D non-linear finite element analysis is conducted and compared to the code provisions and experimental findings. The trend of crack width progression of the SRP-retrofitted beams includes an almost linear response with respect to the SRP strain development. Clear differences in crack spacing are observed between the mid-span and shear-span regions of the test beams. The end anchorage significantly improves flexural rigidity and narrows the crack spacing of SRP-retrofitted beams. A characteristic area, including the tension stiffening factor, is proposed to evaluate the contribution of SRP composites to the flexural rigidity of SRP-retrofitted beams.

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 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 score0.620
Threshold uncertainty score0.987

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)0.0000.000

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 head0.006
GPT teacher head0.215
Teacher spread0.209 · 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 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

Citations14
Published2010
Admission routes1
Has abstractyes

Explore more

Same venueJournal of Reinforced Plastics and CompositesSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207