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Record W4406650096 · doi:10.1016/j.istruc.2025.108272

A probabilistic computational framework for predicting the diagonal tensile strength of unreinforced masonry walls

2025· article· en· W4406650096 on OpenAlexafffund
Bora Pulatsu, Semih Gönen

Bibliographic record

VenueStructures · 2025
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsCarleton University
FundersAgencia Estatal de InvestigaciónNatural Sciences and Engineering Research Council of CanadaEuropean Social FundUniversitat Politècnica de CatalunyaCarleton University
KeywordsUnreinforced masonry buildingDiagonalMasonryUltimate tensile strengthStructural engineeringProbabilistic logicMaterials scienceComputer scienceComposite materialEngineeringMathematicsArtificial intelligenceGeometry

Abstract

fetched live from OpenAlex

Masonry is a composite construction material consisting of units and mortar. Depending on the adopted computational modeling strategy to perform structural analysis, the composite nature of masonry is either represented via a homogenous continuous medium using averaged material properties, or the morphological features of masonry are addressed explicitly by implementing different levels of details within the discontinuum-based analysis framework. While each modeling approach has its advantages and limitations, the continuum-based approach is commonly used in large-scale simulations, requiring the tensile strength of masonry as an input parameter, which is difficult to obtain due to the complexity of experiments and the high degree of material variability. To this end, the present research proposes a probabilistic computational framework to predict the diagonal tensile strength of URM walls. It explores the tensile strength of masonry composite through computational investigations simulating the diagonal compression tests of small masonry walls based on the discrete element method (DEM). This modeling strategy captures the local failure mechanism at the unit-mortar interfaces and masonry units by representing the masonry as a system of deformable blocks interacting along their boundaries. The validated approach is used to generate a large dataset by considering the material uncertainties that are further utilized to propose predictive equations including bond shear strength under zero vertical pressure and brick (or masonry unit) tensile strength. A potential use of the proposed predictive equations is demonstrated by presenting a simple study where the load-carrying capacity of a masonry wall is estimated using a macro-modeling technique. The results of the discontinuum-based analyses demonstrate good agreement with the available experimental findings presented in the literature. Overall, the results highlight the great potential of the proposed framework to predict the capacity of masonry structures and to complement experimental campaigns.

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)0.001
metaresearch head score (Gemma)0.002
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: none
Teacher disagreement score0.012
Threshold uncertainty score0.024

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0010.001
Open science0.0020.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0010.000

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 head0.007
GPT teacher head0.233
Teacher spread0.226 · 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

Citations7
Published2025
Admission routes2
Has abstractyes

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