MétaCan
Menu
Back to cohort
Record W4400652743 · doi:10.11159/ijci.2024.010

Strategies and Design Challenges for Topology Optimization of Ultra-High-Performance Fiber-Reinforced Concrete Precast Beams

2024· article· en· W4400652743 on OpenAlexvenueno aff
Maiara G. Montaute, Hugo Luiz Oliveira, Thomaz Eduardo Teixeira Buttignol

Bibliographic record

VenueInternational Journal of Civil Infrastructure · 2024
Typearticle
Languageen
FieldEngineering
TopicTopology Optimization in Engineering
Canadian institutionsnot available
FundersConselho Nacional de Desenvolvimento Científico e Tecnológico
KeywordsPrecast concreteTopology optimizationStructural engineeringReinforced concreteFiberTopology (electrical circuits)Materials scienceEngineeringComposite materialElectrical engineeringFinite element method

Abstract

fetched live from OpenAlex

Topology Optimization (TO) is a mathematical method that searches for the ideal spatial distribution of materials based on the design domain, objective function, constraints and boundary conditions.There are different methods and softwares at hand, which can give distinct responses.Thus, the choice of the most appropriate algorithm and program is essential to provide a feasible solution.The aim of this work is to compare the results of the TO of simply supported rectangular Ultra-High-Performance Concrete (UHPFRC) beams, subjected to different static loads and spans ranging from 3 to 10m.The analyses include optimizing 3D parametric beams using Grasshopper's Algorithm-Aided Design (AAD), which is integrated with the Topos plugin, based on the SIMP model, and associated with Galapagos, a genetic algorithm plugin.This approach allows the automation search for the minimum volume of the rectangular beams.The second software used for TO processing is TOSCA, which is integrated with Abaqus/CAE, allowing optimization using the MIMP, RAMP and SIMP methodologies.Finally, the beams were processed in the Fusion software, from Autodesk Nastran In-CAD, which adopts the SIMP model.All the algorithms were used to provide the optimized geometry of the beams automatically to achieve the defined objectives of minimizing the volume and deformations.After the definition of the most suitable geometry, a non-linear analysis in Abaqus software is performed to check the maximum load bearing capacity (ULS) and the deflection (SLS).The results demonstrate a change in the failure mode, from flexural to a truss-like.Moreover, the optimized beams were able to maintain the initial load bearing capacity, without losing performance.

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 categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Methods · Consensus signal: none
Teacher disagreement score0.909
Threshold uncertainty score0.551

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 communication0.0000.001
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 head0.009
GPT teacher head0.230
Teacher spread0.220 · 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.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
Domainnot available
GenreMethods

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 venueInternational Journal of Civil InfrastructureSame topicTopology Optimization in EngineeringFrench-language works237,207