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Technology of 3D Printing of Fiber-Reinforced Mixtures (2021-02)

10.1007/978-3-030-67654-4_25

 Klyuev Sergey,  Klyuev Alexander,  Shorstova Elena
Contribution - Sustainable Energy Systems, pp. 224-230

Abstract

Due to the introduction of reinforcing fibers into concrete, it is possible to overcome one of the main disadvantages of concrete-low tensile and bending strength. This is due to the fact that the reinforcing fibers take on a tensile stress, resulting in increased tensile resistance (in percentage terms, this is about 250%). In addition, reinforcing fibers contribute to the uniform distribution of moisture in the concrete due to which internal loads are reduced, crack resistance is approximately doubled and the impact strength of the concrete is 12 times increased. In addition, the deformability, frost resistance, heat resistance, water resistance and corrosion resistance of concrete structures are significantly increased. What makes fibroblast ideal material for use in 3D printing.

BibTeX
@inproceedings{klyu_klyu_shor.2021.To3PoFRM,
  author            = "Sergey Vasil'yevich Klyuev and Alexander Vasil'yevich Klyuev and Elena S. Shorstova",
  title             = "Technology of 3D Printing of Fiber-Reinforced Mixtures",
  doi               = "10.1007/978-3-030-67654-4_25",
  year              = "2021",
  volume            = "141",
  pages             = "224--230",
  booktitle         = "Sustainable Energy Systems: Innovative Perspectives",
  editor            = "Anton Sinitsyn",
}
Formatted Citation

S. V. Klyuev, A. V. Klyuev and E. S. Shorstova, “Technology of 3D Printing of Fiber-Reinforced Mixtures”, in Sustainable Energy Systems: Innovative Perspectives, 2021, vol. 141, pp. 224–230. doi: 10.1007/978-3-030-67654-4_25.

Klyuev, Sergey Vasil'yevich, Alexander Vasil'yevich Klyuev, and Elena S. Shorstova. “Technology of 3D Printing of Fiber-Reinforced Mixtures”. In Sustainable Energy Systems: Innovative Perspectives, edited by Anton Sinitsyn, 141:224–30, 2021. https://doi.org/10.1007/978-3-030-67654-4_25.