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Type :Article
Subject :L Education (General)
ISBN :1930-2126
Main Author :Muhammad Fadhil Wong Abdullah
Title :Enhanced mechanical properties of 3D printed concrete sculpture material with wood fibers reinforcement
Hits :55
Place of Production :Tanjung Malim
Publisher :Fakulti Seni, Kelestarian & Industri Kreatif
Year of Publication :2024
Notes :BioResources
Corporate Name :Universiti Pendidikan Sultan Idris
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Abstract : Universiti Pendidikan Sultan Idris
This study examined the mechanical characteristics of 3D printed concrete utilized in sculpture materials, with an emphasis on the incorporation of wood fibers. A series of experiments were conducted to probe into the wood fiber-reinforced 3D printed concrete sculpture materials. Through mechanical and microscopic examinations, the role of flexible fibers in enhancing the bearing capacity of concrete 3D printed components was investigated. The results indicated that an optimal amount of wood fiber addition significantly improved the mechanical properties of the concrete sculpture materials. At the interlayer interface, wood fibers exhibited elongation, thereby mitigating the specimen damage. However, beyond a certain threshold, the mechanical properties tended to decline due to either the agglomeration or direct dislodgment of wood fibers at the interlayer interface, which resulted in an absence of notable deformation. This scenario thereby failed to impede crack propagation. Hydrophobic performance assays revealed an elevation in surface hydrophobicity of 3D printed concrete sculpture materials with the inclusion of wood fibers. Yet, an excessive amount of wood fibers caused a gradual reduction in the contact angle, implying a decrease in the hydrophobicity of the material surface. © 2024, North Carolina State University. All rights reserved.

References

Afroughsabet, V., and Ozbakkaloglu, T. (2015). “Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers,”Construction and Building Materials94, 73-82. DOI: 10.1016/j.conbuildmat.2015.06.051.

Ahmad, J., González-Lezcano, R. A., Majdi, A., Ben Kahla, N., Deifalla, A. F., and El-Shorbagy, M. A. (2022). “Glass fibers reinforced concrete: Overview on mechanical, durability and microstructure analysis,” Materials15(15). DOI: 10.3390/ma15155111.

Bhutta, A., Borges, P. H., Zanotti, C., Farooq, M., and Banthia, N. (2017). “Flexural behavior of geopolymer composites reinforced with steel and polypropylene macro fibers.Cement and Concrete Composites80, 31-40. DOI: 10.1016/j.cemconcomp.2016.11.014.

Compton, B. G., and Lewis, J. A. (2014). “3D-printing of lightweight cellular composites,” Advanced Materials26(34), 5930-5935. DOI: 10.1002/adma.201401804.

Cong, L., Jialin, L., Jing, C., Hailun, W., and Dong, L. (2019). “Study on the application of recycled fine powder in ready-mixed concrete,” in:MATEC Web of Conferences,Vol. 278, p. 01010, EDP Sciences. DOI: 10.1051/matecconf/201927801010.

Fang, Y., Chen, B., and Oderji, S. Y. (2018). “Experimental research on magnesium phosphate cement mortar reinforced by glass fiber,”Construction and Building Materials 188, 729-736.DOI: 10.1016/j.conbuildmat.2018.08.153.

Fu, Q., Niu, D., Li, D., Wang, Y., Zhang, J., and Huang, D. (2018). “Impact characterization and modelling of basalt‒polypropylene fibre-reinforced concrete containing mineral admixtures,”Cement and Concrete Composites93, 246-259. DOI: 10.1016/j.cemconcomp.2018.07.019GB/T 50081 (2002). “Standard for test methods of physical and mechanical properties of concrete,” Standardization Administration of China, Beijing, China.

Hubbe, M. A., Gardner, D. J., and Shen, W. (2015). “Contact angles and wettability of cellulosic surfaces: A review of proposed mechanisms and test strategies,” BioResources10(4), 8657-8749. DOI: 10.15376/biores.10.4.Hubbe_Gardner_Shen.

Kruger, J., Zeranka, S., and van Zijl, G. (2019). “An ab initio approach for thixotropy characterisation of (nanoparticle-infused) 3D printable concrete,”Construction and Building Materials224, 372-386.DOI: 10.1016/j.conbuildmat.2019.07.078.

Li, M., and Li, Q. (2022). “Universitas Potensi Utama’s curriculum reform for virtual reality education laboratory system,” in:Proceedings of the 5thInternational Conference on Big Data and Education,pp. 7-14. DOI: 10.1145/3524383.3524411.Association for Computing Machinery, New York, NY, USA, 7-14.

Li, Q., Chen, F., and Sang, T. (2022). “Effects of wood fiber impulse-cyclone drying process on the UV-accelerated aging properties of wood-plastic composites,” PLoS ONE17(10), article e0266784. DOI: 10.1371/journal.pone.0266784.

Li, Q., Gao, X., Cheng, W., and Han, G. (2017a). “Effect of modified red pottery clay on the moisture absorption behavior and weather ability of polyethylene-based wood-plastic composites,”Materials10(111), 2-17. DOI: 10.3390/ma10020111.

Li, Q., Gao, X., Cheng, W., Han, G., and Han, J. (2017b). “Preparation and performance of high-density polyethylene-based wood–plastic composites reinforced with red pottery clay,”Journal of Reinforced Plastics and Composites36(12), 853-863. DOI: 10.1177/0731684417693698.

Li, Q., Liang, Y., Chen, F., and Sang, T. (2020). “Preparation and performance of modified montmorillonite-reinforced wood-based foamed composites,” BioResources15(2), 3566-3584. DOI: 10.15376/biores.15.2.3566-3584.

Li, Q., Sang, T., Li, Y., Li, M., and Sun, Q. (2023). “Intangible cultural heritage complexes in China: Representation and restoration of pigmented reliefs in Kaiping Diaolou,”BioResources18(3), 5665-5682.DOI: 10.15376/biores.18.3.5665-5682.

Liu, B., Liu, X., Li, G., Geng, S., Li, Z., Weng, Y., and Qian, K. (2022). “Study on anisotropy of 3D printing PVA fiber reinforced concrete using destructive and non-destructive testing methods,”Case Studies in Construction Materials17, article e01519.DOI: 10.1016/j.cscm.2022.e01519.

Mahmood, A., Noman, M. T., Pechočiaková, M., Amor, N., Petrů, M., Abdelkader, M., Militký, J., Sozcu, S., and Hassan, S. Z. U. (2021). “Geopolymers and fiber-reinforced concrete composites in civil engineering,”Polymers13(13), article 2099. DOI: 10.3390/polym13132099.

Pan, Z., Zhou, J., Jiang, X., Xu, Y., Jin, R., Ma, J., Zhuang, Y., Diao, Z., Zhang, S., Si, Q., and Chen, W. (2019). “Investigating the effects of steel slag powder on the properties of self-compacting concrete with recycled aggregates,”Construction and Building Materials200,570-577. DOI: 10.1016/j.conbuildmat.2018.12.150.

Rashid, M. U. (2020). “Experimental investigation on durability characteristics of steel and polypropylene fiber reinforced concrete exposed to natural weathering action,” Construction and Building Materials250, article 118910. DOI: 10.1016/j.conbuildmat.2020.118910.

Singh, A., Arora, S., Sharma, V., and Bhardwaj, B. (2019). “Workability retention and strength development of self-compacting recycled aggregate concrete using ultrafine recycled powders and silica fume,”Journal of Hazardous Toxic and Radioactive Waste23(4), article 04019016. DOI: 10.1061/(ASCE)HZ.2153-5515.0000456.

Song, W., Zou, D., Liu, T., Teng, J., and Li, L. (2019). “Effects of recycled CRT glass fine aggregate size and content on mechanical and damping properties of concrete,” Construction and Building Materials202, 332-340. DOI: 10.1016/j.conbuildmat.2019.01.033.

Sun, X., Zhou, J., Wang, Q., Shi, J., and Wang, H. (2022). “PVA fibre reinforced high-strength cementitious composite for 3D printing: Mechanical properties and durability,”Additive Manufacturing49, article 102500.DOI: 10.1016/j.addma.2021.102500.


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