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Record W4405393335 · doi:10.1139/cjce-2024-0090

Finite element study on seismic performance of reinforced concrete bridge pier with kinked rebars

2024· article· en· W4405393335 on OpenAlexvenueno aff
Chengquan Wang, Xinquan Wang, Yizhou Zhuang, Haimin Qian, Xi Wu, Ming-De Sun

Bibliographic record

VenueCanadian Journal of Civil Engineering · 2024
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsPierStructural engineeringFinite element methodBridge (graph theory)Reinforced concreteSeismic analysisEngineeringGeotechnical engineeringGeology

Abstract

fetched live from OpenAlex

This paper presents a new design for cost-effective and easily constructed kinked rebar reinforced concrete bridge piers to improve their deformation capacity and energy dissipation during earthquakes, addressing issues of uneven concrete damage and challenging post-disaster repairs. Based on uniaxial tensile tests, mechanical properties of kinked rebars are determined, focusing on steel bar diameter ( d) and kinked ratio αkb. In ABAQUS simulations, three pier models are created: a regular reinforced concrete bridge pier and two reinforced concrete bridge piers with kinked rebars, varying the kink ratio. Under 0.1 axial compression ratio, these piers undergo low-cycle reciprocating loading; their seismic performance is assessed through hysteresis curves, skeleton curves, residual displacements, and energy dissipation capacities. Results demonstrate that kinked rebars effectively concentrate concrete damage and enhance ductility and energy absorption. Piers exhibit increased post-yield stiffness and gradual capacity growth in later loading stages, providing robustness throughout the loading process. This validates the use of kinked steel bars in bridge piers.

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)0.000
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
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 score0.002
Threshold uncertainty score0.007

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
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 science0.0010.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.010
GPT teacher head0.197
Teacher spread0.187 · 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 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

Citations0
Published2024
Admission routes1
Has abstractyes

Explore more

Same venueCanadian Journal of Civil Engineering→Same topicStructural Behavior of Reinforced Concrete→French-language works237,207→