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Experimental Investigation and Nonlinear Finite Element Analysis of Corroded Reinforced Concrete Elements Retrofitted with Strain-Hardening Cementitious Composites (SHCCs) and Fiber-Reinforced Polymers (FRPs)

2025· article· W4417047199 on OpenAlexaff
Nikolaos Tzavellos, Christos Petrides, Salomi Papamichael, Natia R. Anastasi, Aikaterini S. Genikomsou, Anthos I. Ioannou

Bibliographic record

VenueIOP Conference Series Earth and Environmental Science · 2025
Typearticle
Language
FieldEngineering
TopicConcrete Corrosion and Durability
Canadian institutionsQueen's University
Fundersnot available
KeywordsRetrofittingFibre-reinforced plasticBrittlenessFinite element methodFlexural strengthCorrosionDeformation (meteorology)

Abstract

fetched live from OpenAlex

Abstract Corrosion-induced deterioration of reinforced concrete (RC) structures remains a major concern in structural engineering, especially in coastal or chloride-rich environments. Finding quick, long lasting and cost-effective solutions is a key point of modern civil engineering. In the study presented herein we investigated the structural performance of corroded RC elements strengthened with the commercially available innovative retrofitting materials such as Strain-Hardening Cementitious Composites (SHCCs) and Fiber Reinforced Polymers (FRPs). RC specimens are subjected to accelerated corrosion via the impressed current technique, then retrofitted with SHCC overlays. Flexural tests were used to evaluate the retrofits in terms of load-bearing capacity, ductility, and failure mechanisms. Image-based deformation measurements complement these tests, providing data for the validation of advanced nonlinear finite element models developed in ABAQUS. Numerical evaluation supported the experimental results. Additionally, a second remediating methodology Fiber-Reinforced Polymers (FRPs) was evaluated through FEA. Retrofitting corroded beams with SHCC markedly improved strength and ductility, restoring and exceeding uncorroded capacity by ∼55% in finite element analysis (FEA) whereas FRP retrofitting increased capacity by ∼67.6% compared to corroded beams, offering higher peak strength than SHCC but with more brittle post-peak behavior. SHCC proved highly effective for restoring strength and deformability, while FRP offered similar strength gains with less ductility. The experimental evaluation of FRP subjected specimens and the final comparison of the two methods is ongoing.

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), Science and technology studies, 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 score0.423
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0000.001
Science and technology studies0.0010.003
Scholarly communication0.0000.001
Open science0.0000.000
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 head0.009
GPT teacher head0.208
Teacher spread0.199 · 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
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueIOP Conference Series Earth and Environmental ScienceSame topicConcrete Corrosion and DurabilityFrench-language works237,207