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Record W4407903946 · doi:10.1007/s10518-024-02090-w

Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets

2025· article· en· W4407903946 on OpenAlexaff
Anthos I. Ioannou, S. J. Pantazopoulou, M. Petrou, Dimos C. Charmpis

Bibliographic record

VenueBulletin of Earthquake Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsYork University
Fundersnot available
KeywordsStrain hardening exponentStructural engineeringHydrogeologyComposite numberHardening (computing)CementitiousStrain (injury)Geotechnical engineeringMaterials scienceGeologyComposite materialEngineeringCement

Abstract

fetched live from OpenAlex

Abstract The emergence of cementitious materials with post-cracking strain hardening stress strain response in tension presents opportunities for retrofitting reinforced concrete elements through the application of very thin jackets, a technique that preserves the original geometry of the component. This retrofitting solution is studied experimentally in this work by replacing the damaged cover of lightly reinforced structural elements, which were previously tested under cyclic displacement reversals, simulating earthquake effects. Test specimens were detailed to represent older construction practices, where inadequate lap splicing of longitudinal reinforcement, light transverse reinforcement and thin concrete covers were common. Upon cyclic loading of the retrofitted components, the contribution of the thin jackets to the strength and deformation recovery of the old type reinforced concrete elements was examined considering the pre-existing damage. It was found that the efficacy of cover replacement with strain-hardening composites is significant not only for strength recovery but also in terms of enhanced deformability of the retrofitted component. The experimental response envelope was simulated using advanced nonlinear finite element modeling to gain improved insights regarding the stress state in the cover-replacement retrofitting layer, and to explore the performance of this retrofitting method for parameter values beyond the range of the experimental program. The amount of confinement exerted by the strain hardening cover was related to the tensile strength of the cover material and it controlled the strength recovery. However, by suppressing all brittle modes of failure along the shear span of the component, the reinforcement anchorage in the footing dominated the eventual failure mode.

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)
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 score0.184
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 communication0.0000.000
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 head0.008
GPT teacher head0.219
Teacher spread0.211 · 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 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

Citations3
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueBulletin of Earthquake EngineeringSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207