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Record W4408514459 · doi:10.1016/j.jobe.2025.112388

Testing prisms as a method for assessing compressive properties of 3D-printed structural members: Experimental and numerical studies

2025· article· en· W4408514459 on OpenAlexaff
Mohsen Khanverdi, Sreekanta Das

Bibliographic record

VenueJournal of Building Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicInnovations in Concrete and Construction Materials
Canadian institutionsUniversity of Windsor
Fundersnot available
KeywordsCompressive strength3d printedStructural engineeringMaterials scienceComposite materialEngineering drawingEngineeringManufacturing engineering

Abstract

fetched live from OpenAlex

3D printing in construction has emerged as a faster method that reduces labor, carbon footprint, and cost. Despite the rapid growth of this technology and its application in construction sector, there are still no established guidelines for determining the compressive strength of printed structural elements. The current method involves testing small cubic samples with one or two interlayer joints. However, this approach may not adequately represent the behavior of walls with numerous interlayer joints, which are prone to stress concentration at these interlayers. While testing full-scale wall specimens would provide more accurate data, such tests are time-consuming, expensive, and require specialized facilities. Testing prisms for determining the compressive strength of masonry buildings is an established method; however, this method has never been used for printed buildings. The objective of this study is to propose the method of testing prism as a practical and cost-effective approach to determine the compressive properties of 3D-printed structures. The research methodology includes testing 3D-printed prisms of two different dimensions, made from two different cementitious materials, alongside identical concrete masonry prisms as reference specimens. Furthermore, numerical analysis was conducted to evaluate the effects of various material properties and the width of print layer. The key findings of this study reveal that 3D-printed prism tests made of mortar and concrete achieved strength-to-material ratios of 89 % and 86 %, respectively, comparable to the 88 % ratio observed in masonry prisms. The strain contour on the surface of the printed prisms displayed a strain pattern similar to that observed in a full-scale test, indicating that the method proposed in this paper reliably assesses the compressive properties of 3D-printed structures. • A new prism-based test method is developed and used for 3D printed members • Prisms made of mortar and concrete were tested and compared with masonry prisms • Both experimental and numerical methods are used in this study • 3D printed prisms revealed a notably higher compressive strength than masonry prisms • An empirical equation was developed to predict the prism strength

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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.160
Threshold uncertainty score0.484

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 head0.035
GPT teacher head0.338
Teacher spread0.303 · 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 designBench or experimental
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

Citations1
Published2025
Admission routes1
Has abstractyes

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