Araştırma Makalesi

Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete

Sayı: Advanced Online Publication Erken Görünüm Tarihi: 3 Ağustos 2026
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Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete

Öz

This study introduces a novel lightweight artificial aggregate manufactured using fused deposition modeling (FDM) 3D‑printing and evaluates its influence on the fresh, mechanical, physical, and durability performance of lightweight aggregate concrete (LWAC). Three aggregate geometries, spherical, edged, and irregular were fabricated from polylactic acid (PLA), and the optimal printing infill density was determined through a multi-criteria decision-making approach using TOPSIS, considering particle crushing strength (PCS), density, and production cost. The optimized 100% infill density configuration was subsequently employed in LWAC mixtures, in which 3D‑printed aggregates fully replaced natural pumice aggregate. The results demonstrate substantial performance improvements across all mixtures incorporating 3D-printed aggregates (3DPA). The 28-day compressive strength of concrete increased by 15-34% relative to pumice-based LWAC, while all mixtures achieved a density lower than 2000 kg/m3. The water absorption and open porosity decreased by up to 32% and 27%, respectively, owing to the impermeable polymeric shell of the 3DPA. Capillary sorptivity significantly reduced for spherical and edged geometries, while irregular shapes induced slightly higher sorptivity due to geometry-related ITZ heterogeneities. The abrasion resistance improved by as much as 23%, and chloride migration resistance exhibited remarkable enhancement, with spherical and edged aggregate concretes yielding “very low” Dnssm values (<5×10-12 m2/s). Overall, the findings highlight the potential of additive‑manufactured artificial aggregates as a tunable, high‑performance alternative to natural lightweight aggregates like pumice, enabling durability‑enhanced LWAC production with superior mechanical and physical performance.

Anahtar Kelimeler

Etik Beyan

I hereby declare that this study is original, has not been published anywhere before, and has not been submitted simultaneously to any other journal for consideration. There is no conflict of interest in this study.

Kaynakça

  1. N. Singh, J. Raza, F. Colangelo, I. Farina, Advancements in lightweight artificial aggregates: typologies, compositions, applications, and prospects for the future, Sustainability 16 (2024) 9329.
  2. G.B. Bekkeri, K.K. Shetty, G. Nayak, Synthesis of artificial aggregates and their impact on performance of concrete: a review, J. Mater. Cycles Waste Manag. 25 (2023) 1988–2011.
  3. Z. Duan, W. Yang, S. Zou, H. Liu, W. Zhao, W. Chen, A critical review on cold-bonded artificial aggregate developed from solid wastes: From granulation analysis to performance evaluation, Journal of Building Engineering 99 (2025) 111588.
  4. S. Islam, G. Ara, U.S. Akhtar, M.G. Mostafa, I. Haque, Z.M. Shuva, A. Samad, Development of lightweight structural concrete with artificial aggregate manufactured from local clay and solid waste materials, Heliyon 10 (2024).
  5. B. Vakhshouri, S. Nejadi, Review on the mixture design and mechanical properties of the lightweight concrete containing expanded polystyrene beads, Australian Journal of Structural Engineering 19 (2018) 1–23.
  6. X. Shang, J. Chang, J. Yang, X. Ke, Z. Duan, Life cycle sustainable assessment of natural vs artificial lightweight aggregates, J. Clean. Prod. 367 (2022) 133064.
  7. A.T. Abdulrasool, S.S. Mohammed, N.R. Kadhim, W.A. Mohammad Hussain, Sustainable materials used as lightweight aggregate:(an overview), in: IOP Conf. Ser. Earth Environ. Sci., IOP Publishing, 2022: p. 012027.
  8. N.A. Conzelmann, M.N. Partl, F.J. Clemens, C.R. Müller, L.D. Poulikakos, Effect of artificial aggregate shapes on the porosity, tortuosity and permeability of their packings, Powder Technol. 397 (2022) 117019.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Yapı Malzemeleri, Yapım Teknolojileri

Bölüm

Araştırma Makalesi

Erken Görünüm Tarihi

3 Ağustos 2026

Yayımlanma Tarihi

-

Gönderilme Tarihi

31 Mart 2026

Kabul Tarihi

17 Temmuz 2026

Yayımlandığı Sayı

Yıl 2026 Sayı: Advanced Online Publication

Kaynak Göster

APA
Ömür, T. (2026). Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete. Turkish Journal of Civil Engineering, Advanced Online Publication. https://doi.org/10.18400/tjce.1919449
AMA
1.Ömür T. Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete. tjce. 2026;(Advanced Online Publication). doi:10.18400/tjce.1919449
Chicago
Ömür, Tarık. 2026. “Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete”. Turkish Journal of Civil Engineering, sy Advanced Online Publication. https://doi.org/10.18400/tjce.1919449.
EndNote
Ömür T (01 Ağustos 2026) Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete. Turkish Journal of Civil Engineering Advanced Online Publication
IEEE
[1]T. Ömür, “Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete”, tjce, sy Advanced Online Publication, Ağu. 2026, doi: 10.18400/tjce.1919449.
ISNAD
Ömür, Tarık. “Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete”. Turkish Journal of Civil Engineering. Advanced Online Publication (01 Ağustos 2026). https://doi.org/10.18400/tjce.1919449.
JAMA
1.Ömür T. Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete. tjce. 2026. doi:10.18400/tjce.1919449.
MLA
Ömür, Tarık. “Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete”. Turkish Journal of Civil Engineering, sy Advanced Online Publication, Ağustos 2026, doi:10.18400/tjce.1919449.
Vancouver
1.Tarık Ömür. Novel Lightweight Artificial Aggregate Production: 3D-Printed Aggregate in Lightweight Concrete. tjce. 01 Ağustos 2026;(Advanced Online Publication). doi:10.18400/tjce.1919449