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Record W4411609928 · doi:10.1617/s11527-025-02687-w

Mechanical properties of 3D printed concrete: a RILEM TC 304-ADC interlaboratory study — flexural and tensile strength

2025· article· en· W4411609928 on OpenAlex
Rob Wolfs, Jelle Versteege, Manu Santhanam, Shantanu Bhattacherjee, Freek Bos, Annika Robens‐Radermacher, Shravan Muthukrishnan, Costantino Menna, Onur Öztürk, Nilüfer Özyurt, J. Roupec, Christiane Richter, Jörg Jungwirth, Luiza Rodrigues Meira de Miranda, Rebecca Ammann, Jean‐François Caron, Victor de Bono, Renata Monte, Iván Navarrete, Claudia Eugenin, Hélène Lombois-Burger, Bilal Baz, Māris Šinka, Alise Sapata, Ilhame Harbouz, Yamei Zhang, Jacques Kruger, Jean-Pierre Mostert, Katarina Šter, Aljoša Šajna, Abdelhak Kaci, S. Rahal, Chalermwut Snguanyat, Arun R. Arunothayan, Zengfeng Zhao, Inka Mai, Inken Jette Rasehorn, David Böhler, Niklas Freund, Dirk Lowke, Tobias Neef, Markus Taubert, Daniel Auer, C. Maximilian Hechtl, Maximilian Dahlenburg, Laura Esposito, Richard Buswell, John Temitope Kolawole, Xingzi Liu, Zhendi Wang, Kolluru V. L. Subramaniam, Viktor Mechtcherine

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.
fundA Canadian funder is recorded on the work.

Bibliographic record

VenueMaterials and Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicInnovations in Concrete and Construction Materials
Canadian institutionsUniversité de Sherbrooke
FundersTechnische Universität MünchenUniversidade de São PauloEidgenössische Technische Hochschule ZürichTechnische Universität BerlinTechnische Universiteit EindhovenLoughborough UniversityTechnische Universität DresdenKey Technologies Research and Development ProgramSwinburne University of TechnologyUniversité de Sherbrooke
KeywordsFlexural strengthSolid mechanicsUltimate tensile strengthMaterials scienceComposite material3d printedStructural engineeringEngineeringBiomedical engineering

Abstract

fetched live from OpenAlex

Abstract This paper discusses the flexural and tensile strength properties of 3D printed concrete, based on the results of a RILEM TC 304-ADC interlaboratory study on mechanical properties. These properties are determined using different testing techniques, including 3- and 4-point flexural tests, splitting tests, and uniaxial tension tests, on specimens extracted from large 3D printed elements in accordance with a prescribed study plan. The relationship between compressive and flexural or tensile strengths, cast or printed samples, different types of tests, and different loading orientations, are analysed to understand the influence of 3D printing. As expected, the strength can reduce significantly when the main tensile stress is acting perpendicular to the interface between layers. The role of deviations from the standard study procedure, in terms of the time interval between the placing of subsequent layers, or the adoption of a different curing strategy, are also assessed. While the increased time interval significantly impacts the strength in the critical direction, the use of variable curing conditions does not seem to have a clear-cut effect on the strength ratios of the printed to cast specimens. Additionally, the paper looks at the variability in the results for the printed specimens, in order to emphasize the need for multiple replicates for obtaining a proper result. An extensive insight into the aspects affecting the variability is presented in the paper. Finally, with the limited dataset available for specimens tested at a larger scale, it is difficult to arrive at a clear understanding of the role of specimen size (i.e., greater number of layers).

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.

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 score0.005
Threshold uncertainty score0.577

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 head0.009
GPT teacher head0.223
Teacher spread0.214 · 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