MétaCan
Menu
Back to cohort
Record W4229010379 · doi:10.1142/s0219455422501693

Refined Simulation of Cracked Reinforced Concrete Beams Based on Enhanced Bond-Based Peridynamics

2022· article· en· W4229010379 on OpenAlexaff
Ning Zhang, Quan Gu, Xin Xue, Surong Huang, Rongshu Du

Bibliographic record

VenueInternational Journal of Structural Stability and Dynamics · 2022
Typearticle
Languageen
FieldEngineering
TopicNumerical methods in engineering
Canadian institutionsUniversity of British Columbia
Fundersnot available
KeywordsPeridynamicsMaterials scienceStructural engineeringShear (geology)Nonlinear systemBeam (structure)Finite element methodOpenSeesDeflection (physics)MechanicsReinforced concreteComposite materialContinuum mechanicsClassical mechanicsEngineeringPhysics

Abstract

fetched live from OpenAlex

Peridynamics (PD) has been widely used in simulating the crack behaviors of brittle material due to its extraordinary capacity in analyzing deformations with discontinuities. In this paper, an enhanced bond-based peridynamics (BPD) model is proposed to study the crack behaviors of reinforced concrete (RC) beams. A modified nonlinear concrete bond model is presented to simulate the tensile-compressive softening and improve the model’s convergence. A novel steel bond model is developed considering the nonlinear behaviors in both axial and shear directions. A coupled axial–shear interaction (ASI) model is adopted to simulate the bond-slip behaviors between concrete and steel. Furthermore, reformulated BPD equilibrium equations are modified for implicit static analyses. A gradually weakening fictitious element (GWFE) approach is presented to improve the stability in implicitly solving the BPD equations. The algorithms are implemented in an open-source finite element (FE) software, OpenSees, for BPD analysis. Experiments are conducted for three RC beams with different shear span to depth ratios under concentrated vertical loads to verify the enhanced BPD model. The comparative studies are performed between experimental and simulated results, and nonlinear responses of RC beam are investigated, e.g. the responses of deflection-shear force, strain distribution on stirrups, the shear resistance, and the propagation of cracks. The results show that as the shear span-to-effective depth ratio increases, the capacity provided by RC beam decreases while stirrups gradually provide more capacity instead. It is also found that the yield deflection increases significantly with the growing shear span-to-effective depth ratio.

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 score0.005
Threshold uncertainty score0.009

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 science0.0010.001
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 head0.009
GPT teacher head0.260
Teacher spread0.250 · 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

Citations6
Published2022
Admission routes1
Has abstractyes

Explore more

Same venueInternational Journal of Structural Stability and DynamicsSame topicNumerical methods in engineeringFrench-language works237,207