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Compressive, shear, and tensile behaviours of concrete masonry: Experimental and numerical study

2024· article· en· W4405827868 on OpenAlex

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

VenueConstruction and Building Materials · 2024
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsConcordia University
Fundersnot available
KeywordsMasonryMaterials scienceUltimate tensile strengthShear (geology)Structural engineeringCompressive strengthComposite materialGeotechnical engineeringEngineering

Abstract

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The heterogeneous behaviour of masonry structures arises from the use of materials with different mechanical properties, namely blocks, mortar, grout, and reinforcement. This complexity makes predicting the behaviour of reinforced masonry (RM) challenging. While experimental studies in the literature have focused on the ultimate compression load and strain capacities of masonry prisms, there is still a lack of experimental data on the compressive, shear and tensile behaviours of concrete masonry prisms built with different configurations. A thorough understanding of the complete compressive, shear, and tensile stress-strain curves of fully grouted and ungrouted web and C-shaped boundary element assemblages is vital for assessing the response of reinforced masonry shear walls (RMSWs) under lateral forces. Therefore, this study investigates the mechanical properties of concrete masonry assemblages under axial compression, shear, and tension experimentally and numerically. Eighty-four concrete masonry prisms were constructed either from stretcher or C-shaped masonry units, and were tested under compression, shear or tension loading. The experimental results provide full stress-strain curves, revealing that ungrouted prisms exhibit higher peak compressive stress but lower shear and tensile strengths compared to their grouted counterparts. Stretcher ungrouted prisms showed a reduction of more than 50 % in shear strength compared to their grouted counterparts. Grouted boundary element prisms demonstrated higher tensile strength and fracture energy, with increases of 40 % and 10 %, respectively, compared to the stretcher grouted prisms. Lastly, a numerical investigation was conducted to validate detailed and simplified micro-models against the experimental results, which demonstrated that the numerical results are in good agreement with the experimental outputs of this study. • Masonry behavior varies due to different properties of its constituent materials. • Study investigates axial compression, shear, and tension on masonry assemblages. • Ungrouted prisms show higher peak compressive stress but lower shear/tensile strength. • Grouted boundary element prisms have 40 % higher tensile strength than stretcher prisms. • Numerical models validated with experiments show good agreement with results.

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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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.008
Threshold uncertainty score0.460

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 head0.010
GPT teacher head0.243
Teacher spread0.233 · 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