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Record W4392451365 · doi:10.14359/51740248

Shear Strength of Reinforced Concrete Columns with External Post-Tensioned Clamps

2024· article· en· W4392451365 on OpenAlexaboutno aff

Bibliographic record

VenueACI Structural Journal · 2024
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersNational Taiwan UniversityQuakeCoREUniversity of Canterbury
KeywordsStructural engineeringMaterials scienceShear (geology)Shear strength (soil)Reinforced concreteGeotechnical engineeringPrestressed concreteComposite materialShear wallEngineeringGeology

Abstract

fetched live from OpenAlex

An alternative method to retrofit reinforced concrete (RC) columns with insufficient shear reinforcement is investigated.The retrofit involves external prestressing of the columns in the transverse direction to increase both shear strength and drift capacity.External post-tensioned clamps, consisting of high-strength steel rods connecting a set of steel angles, were applied around the columns at different spacings and initial post-tensioning stresses.The tension induced in the steel rods exerts lateral confining pressure on the column by bearing of the angles against the corners of the column.Ten RC columns furnished with external post-tensioned clamps were tested under cyclic loads and approximately constant axial loads.In addition, six RC beams with clamps were tested under monotonically increasing loads.Both the column and beam specimens were fabricated with no transverse reinforcement in the form of conventional steel ties.Therefore, the external clamps were the only source of reinforcement resisting shear.The lateral prestress provided by the clamps was observed to increase the shear stress at the formation of the first inclined crack and at failure.As a result, the mode of failure of columns vulnerable in shear changed from shear failure to a more ductile failure dominated by flexure.The observed increase in shear strength is dependent on the lateral prestress and the tensile strength of the concrete.A simple equation, based on the mechanics of materials, is presented to calculate the shear strength of RC columns with external prestressing.

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)0.002
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: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.008
Threshold uncertainty score0.025

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0000.001
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0010.000
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0080.002

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 head0.007
GPT teacher head0.222
Teacher spread0.215 · 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

Citations1
Published2024
Admission routes1
Has abstractyes

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Same venueACI Structural JournalSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207