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Record W4406919875 · doi:10.1061/jsendh.steng-13908

Improving the Ductility of Concrete Beams Reinforced with Topologically Optimized Steel

2025· article· en· W4406919875 on OpenAlex
Yi Shao, Tuo Zhao, Jiayu Yan, Claudia P. Ostertag, Gláucio H. Paulino

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
TopicInnovations in Concrete and Construction Materials
Canadian institutionsMcGill University
Fundersnot available
KeywordsDuctility (Earth science)Materials scienceStructural engineeringReinforced concreteComposite materialEngineeringCreep

Abstract

fetched live from OpenAlex

To address the sustainability challenges faced by concrete structures, various attempts have been made to optimize the reinforcement layout with a topologically optimized strut-and-tie model (STM). However, most studies have focused on theoretical discussions and the few available experimental studies have only discussed the prepeak behavior of optimized beams. The postpeak behavior, especially the ductility of beams with optimized reinforcement, has not been addressed, although it is one critical criterion for ensuring structural safety. Moreover, current topology optimization methods mostly adopt linear elastic material constitutive behavior, which neglects the intrinsic strength difference between steel and concrete material and has been found to cause low ductility in concrete beams. To address these challenges and enhance ductility with optimized reinforcement, this study proposes new frameworks for designing concrete beams with optimized reinforcement. The first framework enhances the elastic-material model-based optimized reinforcement layout with a postprocessing scheme to enhance concrete compression strut ductility. The second framework develops a new optimization formulation by introducing an asymptotic nonlinear material model, which considers both the stiffness and strength difference between concrete and steel material. An experimental and numerical program was conducted to compare the structural performance of concrete beams with optimized reinforcement from different frameworks. Results show that the new frameworks have limited impact on the peak strength but increase ductility of the optimized beams. Compared with the design from the conventional bilinear model, the design from the nonlinear model reduces steel consumption by 8.2%.

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 categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.344
Threshold uncertainty score0.342

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 head0.005
GPT teacher head0.201
Teacher spread0.196 · 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