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Record W4406761126 · doi:10.1061/jsendh.steng-13902

Seismic Performance of Circular Concrete Bridge Columns Reinforced with ASTM A955 Stainless Steel Rebars

2025· article· en· W4406761126 on OpenAlex
Jhordy Rodríguez, Saif Aldabagh, M. Shahria Alam

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueJournal of Structural Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversity of British Columbia
Fundersnot available
KeywordsStructural engineeringBridge (graph theory)Reinforced concreteMaterials scienceComposite materialEngineering

Abstract

fetched live from OpenAlex

This research assesses and compares the seismic performance of four reinforced concrete columns subjected to lateral cyclic loading. Two columns were reinforced with ASTM A955 Grade 75 reinforcement, whereas the other two were reinforced with CSA G30.18 400W reinforcement, each with aspect ratios of 3 and 6. This study aims to lay the foundation for future performance-based seismic design guidelines for reinforced concrete (RC) bridge piers reinforced with stainless steel rebars. This is achieved by delving into various aspects of seismic behavior, including hysteretic response, column ductility, energy dissipation, plastic hinge length, and performance damage states. The ASTM A955 Grade 75 columns showed similar hysteretic behavior to the CSA G30.18 400W columns up to 7.5% drift and ductility level of 4. At failure (20% strength degradation), the stainless steel columns demonstrated comparable drift ratios, albeit a lower overall ductility capacity due to their higher displacement at yield. In terms of energy dissipation, the CSA G30.18 columns showed higher energy dissipation at similar drift levels and at failure compared to the ASTM A955 Grade 75 columns. Evaluation of plastic hinge length prediction models revealed higher discrepancies for columns reinforced with stainless steel reinforcement, and further investigation is warranted. Also, performance damage states, including concrete cracking, cover spalling, stirrup yielding, bar buckling, and bar fracture, showcased material-specific responses and unveiled critical insights about the applicability of code strain limitations and prediction models for ASTM A955 Grade 75 reinforcement. The research emphasizes the need for tailored approaches based on the distinct behavior of stainless steel.

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.

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 score0.112
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 studies0.0000.000
Scholarly communication0.0000.001
Open science0.0000.000
Research integrity0.0000.001
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 head0.005
GPT teacher head0.198
Teacher spread0.193 · 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