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Numerical study of the behaviour of hollow unreinforced concrete masonry subject to eccentric axial load and examination of North American design standard provisions

2025· article· en· W4416210508 on OpenAlexafffund
Ali Ahmed, George Iskander, Nigel G. Shrive

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsUniversity of Calgary
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsMasonryFlexural strengthStiffnessCompression (physics)Numerical analysisCompressive strengthComputer simulation

Abstract

fetched live from OpenAlex

Inaccuracies and inconsistencies in international design standard predictions of eccentrically loaded slender concrete masonry wall (SCMW) behaviour have long been noted. Scarce experimental data has limited the development of accurate provisions. As SCMW experimental work is complex, a numerical model presents value as a rational guide for future experiments and to compare against current SCMW design provisions. In this study, a three-dimensional detailed micro-model is developed for HSCMWs. The model is validated against recent HSCMW experimental strength and stiffness data. Different uniaxial compression stress-strain curves and initial imperfections are considered. Assumed compressive stress-strain behaviour is found to especially influence numerical HSCMW flexural stiffness; initial imperfections are found to reduce wall axial capacity up to 15 % among considered cases. A preliminary comparison of CSA S304–24 and TMS 402/602–22 HSCMW provisions against each other and the numerical model is then presented. Differences in maximum axial compressive stress ( f c ) between both standards are found to particularly drive differences in predicted strength. By comparing both standards against the numerical results, it is suggested both standards permit linear elastic analysis of cross-sectional stresses without penalty, and that the use of a higher f c in CSA S304–24 be considered. • A 3D detailed micro-model is developed for hollow concrete masonry walls. • Chosen uniaxial stress-strain curve particularly affects numerical flexural stiffness. • Effect of load eccentricity, end fixity, effective height, imperfection presented. • Normalized standard strength values differ from FE by up to 0.71 (CSA), 0.46 (TMS). • Changes to peak axial stress, linear elastic analysis clauses advised for CSA S304.

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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.899
Threshold uncertainty score0.607

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
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 head0.209
Teacher spread0.204 · 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
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
Published2025
Admission routes2
Has abstractyes

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