KaydedilenlerDerginizi ekleyin

Dergiler / Bitlis Eren Üniversitesi Fen Bilimleri Dergisi / 2024 / Volume: 13 Issue: 4

An Investigation of the Fresh and Hardened Properties of Nano Zinc Oxide Reinforced 3D Printed Geopolymer Mortars

Maksut Seloğlu(FIRAT ÜNİVERSİTESİ, ELAZIĞ ORGANİZE SANAYİ BÖLGESİ MESLEK YÜKSEKOKULU)0000-0002-0200-8423
Sayfa
—
Yayın Tarihi
2024-12-31
🏛️Bu makalenin bibliyografik verileri ve tam metin bağlantısı DergiPark üzerinden sağlanmıştır.
DergiPark Kaydı ↗
✨

Yapay Zeka Hızlı Bakış & Çıkarımlar

AI Insight
⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

It has been noted that incorporating a tiny quantity of nano zinc oxide into 3D-printed geopolymer mortars improves their mechanical performance.

📌 3 Maddede Bu Makale

🎯
Amaç & Hipotez:It is well known that even small amounts of nanomaterials can improve the mortar structure and enhance its fresh state and hardened properties.
📊
Temel Bulgular & Veri:This paper investigates the fresh state and hardened properties of nano zinc oxide-reinforced 3D-printed geopolymer mortars.
💡
Sonuç & Katkı:It has been noted that incorporating a tiny quantity of nano zinc oxide into 3D-printed geopolymer mortars improves their mechanical performance.
🔬Tür:Research Article
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:3D-printed geopolymer mortar · Nano-ZnO · Compressive strength

Abstract

It is well known that even small amounts of nanomaterials can improve the mortar structure and enhance its fresh state and hardened properties. This paper investigates the fresh state and hardened properties of nano zinc oxide-reinforced 3D-printed geopolymer mortars. The mechanical properties of 7, 28, 90, and 180 days of 3D-printed geopolymer mortars cured at ambient temperature were investigated. For this purpose, 3D-printed geopolymer mortar samples containing 0%, 0.25%, 0.50%, and 0.75% nano zinc oxide were produced. Flow table and buildability tests were applied to these samples to determine the fresh state properties. Ultrasonic pulse velocity, flexural strength, and compressive strength tests were applied to the hardened 3D-printed geopolymer mortar samples. The best mechanical test results were obtained from 3D-printed geopolymer mortar samples containing 0.5% nano zinc oxide at the end of all curing times. In the ZN 50 series cured for 28 days, approximately 29% higher strength was obtained in FS and 66% higher in compressive strength compared to the ZN 0 series without nanomaterials. It has been noted that incorporating a tiny quantity of nano zinc oxide into 3D-printed geopolymer mortars improves their mechanical performance.

🔖

Bu Makaleye Atıf Yap

Seloğlu, M. (2024). An Investigation of the Fresh and Hardened Properties of Nano Zinc Oxide Reinforced 3D Printed Geopolymer Mortars. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, Volume: 13 Issue: 4. https://doi.org/10.17798/bitlisfen.1561303

📄 Tam Metin PDF Okuyucu

📄

PDF görüntüleyici hazırlanıyor...

Kaynakça (40)

  1. M. Usman, M. Arshad, and A. Raza, “Araştırma Makalesi Mechanical Performance of Microfiber-Reinforced Geopolymer Mortar with Nano-Titania,” no. June, 2024.
  2. J. Davidovits and S. A. Cordi, “Synthesis of new high temperature geo-polymers for reinforced plastics/composites,” Spe Pactec, vol. 79, pp. 151–154, 1979.
  3. H. Xu and J. S. J. Van Deventer, “The geopolymerisation of alumino-silicate minerals,” Int. J. Miner. Process., vol. 59, no. 3, pp. 247–266, 2000, doi: 10.1016/S0301-7516(99)00074-5.
  4. M. Seloğlu, “Investigation of the Mechanical and Durability Properties of Geopolymer Mortars Produced With a 3D Printer Based on Metakaolin and Fly Ash Containing Nanomaterial,” Dicle University, 2024.
  5. B. Khoshnevis, “Automated construction by contour crafting - Related robotics and information technologies,” Autom. Constr., vol. 13, no. 1, pp. 5–19, 2004, doi: 10.1016/j.autcon.2003.08.012.
  6. D. Ahlers, “Development of a Software for the Design of Electronic Circuits in 3D-Printable Objects,” no. December 2015, 2015, doi: 10.13140/RG.2.2.14755.60963.
  7. O. Diegel, A. Nordin, and D. Motte, Additive Manufacturing Technologies. 2019. doi: 10.1007/978-981-13-8281-9_2.
  8. S. Ö. Felek, “Mimari Yapılarda 3 Boyutlu Yazıcıların Kullanimı,” Int. J. 3D Print. Technol. Digit. Ind., vol. 3, no. 3, pp. 289–296, 2019, [Online]. Available: https://dergipark.org.tr/en/pub/ij3dptdi/issue/51591/630599
  9. M. Seloğlu, H. Tanyildizi, and M. E. Öncü, “An Investigation of the Strength Properties of Fly Ash and Metakaolin-Based Geopolymer Mortars Containing Multi-Wall Carbon Nanotube, Nano Silica, and Nano Zinc,” Bitlis Eren Üniversitesi Fen Bilim. Derg., vol. 12, no. 3, pp. 842–852.
  10. H. G. Şahin and A. Mardani-Aghabaglou, “Assessment of materials, design parameters and some properties of 3D printing concrete mixtures; a state-of-the-art review,” Constr. Build. Mater., vol. 316, no. November 2021, 2022, doi: 10.1016/j.conbuildmat.2021.125865.
  11. B. Panda, S. Ruan, C. Unluer, and M. J. Tan, “Investigation of the properties of alkali-activated slag mixes involving the use of nanoclay and nucleation seeds for 3D printing,” Compos. Part B Eng., vol. 186, no. November 2019, p. 107826, 2020, doi: 10.1016/j.compositesb.2020.107826.
  12. B. Panda, C. Unluer, and M. J. Tan, “Extrusion and rheology characterization of geopolymer nanocomposites used in 3D printing,” Compos. Part B Eng., vol. 176, no. July, p. 107290, 2019, doi: 10.1016/j.compositesb.2019.107290.
  13. G. X. Zhou et al., “3D printing geopolymer nanocomposites structure: Graphene oxide size effects on a reactive matrix,” Carbon N. Y., vol. 164, pp. 215–223, 2020, doi: 10.1016/j.carbon.2020.02.021.
  14. H. Zhong and M. Zhang, “3D printing geopolymers: A review,” Cem. Concr. Compos., vol. 128, no. January, p. 104455, 2022, doi: 10.1016/j.cemconcomp.2022.104455.
  15. S. Qaidi, A. Yahia, B. A. Tayeh, H. Unis, R. Faraj, and A. Mohammed, “3D printed geopolymer composites: A review,” Mater. Today Sustain., vol. 20, p. 100240, 2022, doi: 10.1016/j.mtsust.2022.100240.
  16. M. H. Raza, R. Y. Zhong, and M. Khan, “Recent advances and productivity analysis of 3D printed geopolymers,” Addit. Manuf., vol. 52, no. January, p. 102685, 2022, doi: 10.1016/j.addma.2022.102685.
  17. S. H. Bong, M. Xia, B. Nematollahi, and C. Shi, “Ambient temperature cured ‘just-add-water’ geopolymer for 3D concrete printing applications,” Cem. Concr. Compos., vol. 121, no. April, p. 104060, 2021, doi: 10.1016/j.cemconcomp.2021.104060.
  18. S. N. Zailan, A. Bouaissi, N. Mahmed, and M. M. A. B. Abdullah, “Influence of ZnO nanoparticles on mechanical properties and photocatalytic activity of self-cleaning ZnO-based geopolymer paste,” J. Inorg. Organomet. Polym. Mater., vol. 30, pp. 2007–2016, 2020.
  19. Z. Zidi, M. Ltifi, and I. Zafar, “Comparative study: nanosilica, nanoalumina, and nanozinc oxide addition on the properties of localized geopolymer,” J. Aust. Ceram. Soc., vol. 57, no. 3, pp. 783–792, 2021.
  20. Z. Zidi, M. Ltifi, Z. Ben Ayadi, L. E. L. Mir, and X. R. Nóvoa, “Effect of nano-ZnO on mechanical and thermal properties of geopolymer,” J. Asian Ceram. Soc., vol. 8, no. 1, pp. 1–9, 2020.
  21. A. Nazari and S. Riahi, “The effects of ZnO2 nanoparticles on properties of concrete using ground granulated blast furnace slag as binder,” Mater. Res., vol. 14, pp. 299–306, 2011.
  22. C. B. Nayak, P. P. Taware, U. T. Jagadale, N. A. Jadhav, and S. G. Morkhade, “Effect of SiO2 and ZnO Nano-Composites on Mechanical and Chemical Properties of Modified Concrete,” Iran. J. Sci. Technol. Trans. Civ. Eng., vol. 46, no. 2, pp. 1237–1247, 2022, doi: 10.1007/s40996-021-00694-9.
  23. M. Rustan, Subaer, and Irhamsyah, “Studi Tentang Pengaruh Nanopartikel ZnO (Seng Oksida) Terhadap Kuat Tekan Geopolimer Berbahan Dasar Metakaolin,” J. Sains dan Pendidik. Fis., vol. 11, no. 3, pp. 286–291, 2015.
  24. M. Sarkar, M. Maiti, M. Akbar Malik, and S. Xu, “Development of anti-bio deteriorate sustainable geopolymer by SiO2 NPs decorated ZnO NRs,” Adv. Mater. Lett., vol. 10, no. 2, pp. 128–131, 2019.
  25. H. Tanyildizi, M. Seloglu, and A. Coskun, “The effect of nano zinc oxide on freeze-thaw resistance of 3D-printed geopolymer mortars,” J. Build. Eng., vol. 96, no. July, p. 110431, 2024, doi: 10.1016/j.jobe.2024.110431.
  26. M. F. Ali, M. T. Rashed, M. A. Bari, and K. M. Razi, “Effect of Zinc Oxide Nanoparticle on Properties of Concrete,” Int. Reserach J. Eng. Technol., vol. 7, no. 2, pp. 1026–1029, 2020.
  27. R. Samuvel Raj, G. Prince Arulraj, N. Anand, B. Kanagaraj, E. Lubloy, and M. Z. Naser, “Nanomaterials in geopolymer composites: A review,” Dev. Built Environ., vol. 13, no. December 2022, p. 100114, 2023, doi: 10.1016/j.dibe.2022.100114.
  28. R. S. Raj, G. P. Arulraj, N. Anand, B. Kanagaraj, E. Lubloy, and M. Z. Naser, “Nanomaterials in geopolymer composites: A review,” Dev. Built Environ., vol. 13, p. 100114, 2023.
  29. L. Wang, W. Xiao, Q. Wang, H. Jiang, and G. Ma, “Freeze-thaw resistance of 3D-printed composites with desert sand,” Cem. Concr. Compos., vol. 133, p. 104693, 2022.
  30. A. Mohsen, H. A. Abdel-Gawwad, and M. Ramadan, “Performance, radiation shielding, and anti-fungal activity of alkali-activated slag individually modified with zinc oxide and zinc ferrite nano-particles,” Constr. Build. Mater., vol. 257, p. 119584, 2020, doi: 10.1016/j.conbuildmat.2020.119584.
  31. J. Tan, Z. Sierens, B. Vandevyvere, H. Dan, and J. Li, “Zinc oxide in alkali-activated slag (AAS): retardation mechanism, reaction kinetics and immobilization,” Constr. Build. Mater., vol. 371, p. 130739, 2023, doi: https://doi.org/10.1016/j.conbuildmat.2023.130739.
  32. C. Astm, “230, Standard specification for flow table for use in tests of hydraulic cement,” West Conshohocken, PA ASTM Int., 2008.
  33. S. Muthukrishnan, S. Ramakrishnan, and J. Sanjayan, “Technologies for improving buildability in 3D concrete printing,” Cem. Concr. Compos., vol. 122, p. 104144, 2021.
  34. C. ASTM, “Standard test method for flow of hydraulic cement mortar,” C1437, 2007.
  35. A. ASTM, “C348-14 Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars, ASTM Int,” West Conshohocken.
  36. A. ASTM, “C349-08: Standard test method for compressive strength of hydraulic-cement mortars (using portions of prisms broken in flexure),” ASTM Int. West Conshohocken, PA, USA, 2008.
  37. B. Panda, S. Ruan, C. Unluer, and M. J. Tan, “Improving the 3D printability of high volume fly ash mixtures via the use of nano attapulgite clay,” Compos. Part B Eng., vol. 165, pp. 75-83, 2019.
  38. C. S. Sobhy, et al. "Insights on the influence of nano-Titanium dioxide and nano-Zinc oxide on mechanical properties and inhibiting of steel reinforcement." Case Studies in Construction Materials 16: e01017, 2022.
  39. M. Kumar, B. Manjeet, and G. Rishav. "An overview of beneficiary aspects of zinc oxide nanoparticles on performance of cement composites." Materials Today: Proceedings 43, 892-898, 2021.
  40. M. R. Arefi, S. Rezaei-Zarchi, and S. Imani, “Synthesis of ZnO nanoparticles and their antibacterial effects,” African J. Biotechnol., vol. 11, no. 34, pp. 8520-8526, 2012.