Abstract
One of the most important physical and mechanical characteristics of inter-floor construction is a high resistance to stretching forces. An increase in the flexural strength in bending is achieved by reinforcement steel, which has been used in reinforced concrete structures over the course of decades. The use of dispersed micro-reinforcement with an amorphous fiber based on an alloy of the Fe–B–C system is proposed to reduce the consumption of reinforcement. During the research, the calculation was performed in the LIRA-SAPR software package to justify the effectiveness of dispersed concrete reinforcement with amorphous fiber based on the Fe–B–C molten systems for use in the floor slabs of a multi-story building. The relevance of the work is due to the economic feasibility of reducing expensive materials without loss of performance property. The results of the research showed new possibilities of using amorphous fiber to save traditional building materials in particular steel reinforcement in tensile structures. Because of the simulation, the program proved that with the addition of amorphous fiber, we can reduce the cost of secondary reinforcement in the floor slab by about 40%, while the main reinforcement remains unchanged.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Garkin, I.N., Garkina, I.A.: System researches at technical expertise construction designs of buildings and constructions. Sovrem. Probl. Nauk. i Obraz. 40–46 (2014)
Tamrazyan, A.G., Filimonova, E.A.: Rational distribution of slab stiffness along the height of building with account for shear deformation. Des. detailing Build. Syst. Mech. Civ. Eng. 11, 84–90 (2013)
Zamaliev, F.S., Zakirov, M.A.: Stress-strain state of a steel-reinforced concrete slab under long-term. Mag. Civ. Eng. 83, 12–23 (2018). https://doi.org/10.18720/MCE.83.2
Glotov, D.A., Loskutov, I.S., Kantur, O.V.: Monolithic empty coverings in building prospectivity construction. Stroit. mekhanika inzhenernyh Konstr. i sooruzhenij. 3, 66–71 (2012)
Dobromyslov, A.N.: Mistakes in the design of building structures. ACB, Moscow (2008)
Bentur, A.: Modern concrete technology series. CRC Press, Boca Raton London New York (1990)
Klyuev, S.V., Gafarova, N.E.: Fiber concrete for monolithic construction in the conditions of Crimea. Intellektual’nye Stroit. Kompoz. dlya Zel. Stroit. 46–53 (2016)
Korsun, V., Vatin, N., Franchi, A., Korsun, A., Crespi, P., Mashtaler, S.: The strength and strain of high-strength concrete elements with confinement and steel fiber reinforcement including the conditions of the effect of elevated temperatures. Procedia Eng. 117, 970–979 (2015). https://doi.org/10.1016/j.proeng.2015.08.192
Klyuev, S.V., Klyuev, A.V., Vatin, N.I.: Fiber concrete for the construction industry. Mag. Civ. Eng. 84, 41–47 (2018). https://doi.org/10.18720/MCE.84.4
Klyuev, S., Klyuev, A., Vatin, N.: Fine-grained concrete with combined reinforcement by different types of fibers. MATEC Web Conf. 245, (2018). https://doi.org/10.1051/matecconf/201824503006
Klyuyev, S.V., Guryanov, Y.V.: External reinforcing of fiber concrete constructions by carbon fiber tapes. Mag. Civ. Eng. 21–26 (2013). https://doi.org/10.5862/MCE.36.3
Bentur, A., Mindess, S.: Fibre reinforced cementitious composites. Taylor & Francis, NewYork (2007). https://doi.org/10.1016/0010-4361(79)90446-4
Corinaldesi, V., Nardinocchi, A.: Influence of type of fibers on the properties of high performance cement-based composites. Constr. Build. Mater. 107, 321–331 (2016). https://doi.org/10.1016/j.conbuildmat.2016.01.024
Klyuev, S.V.: High-strength fiber concrete for industrial and civil construction. Mag. Civ. Eng. 61–66 (2012)
Yoo, D.Y., Banthia, N., Yang, J.M., Yoon, Y.S.: Size effect in normal- and high-strength amorphous metallic and steel fiber reinforced concrete beams. Constr. Build. Mater. 121, 676–685 (2016). https://doi.org/10.1016/j.conbuildmat.2016.06.040
Yoo, D.Y., Yoon, Y.S., Banthia, N.: Flexural response of steel-fiber-reinforced concrete beams: effects of strength, fiber content, and strain-rate. Cem. Concr. Compos. 64, 84–92 (2015). https://doi.org/10.1016/j.cemconcomp.2015.10.001
Kim, S.-D., Choi, K.-K., Choi, O.-C., Choi, S.-J.: An experimental study of shear capacity for one-way concrete slabs reinforced with amorphous micro steel fibers. J. Korean Recycl. Constr. Resour. Inst. 1, 128–135 (2013). https://doi.org/10.14190/jrcr.2013.1.2.128
Klyuyev, S.V., Klyuyev, A.V., Sopin, D.M., Netrebenko, A.V., Kazlitin, S.A.: Heavy loaded floors based on fine-grained fiber concrete. Mag. Civ. Eng. 7–14 (2013)
Won, J.P., Hong, B.T., Choi, T.J., Lee, S.J., Kang, J.W.: Flexural behaviour of amorphous micro-steel fibre-reinforced cement composites. Compos. Struct. 94, 1443–1449 (2012). https://doi.org/10.1016/j.compstruct.2011.11.031
Won, J.P., Hong, B.T., Lee, S.J., Choi, S.J.: Bonding properties of amorphous micro-steel fibre-reinforced cementitious composites. Compos. Struct. 102, 101–109 (2013). https://doi.org/10.1016/j.compstruct.2013.02.015
Korotchenko, I.A., Ivanov, E.N., Manovitsky, S.S., Borisova, V.A., Semenov, K.V., Barabanshchikov, Y.G.: Deformation of concrete creep in the thermal stress state calculation of massive concrete and reinforced concrete structures. Mag. Civ. Eng. 69, 56–63 (2017)
Cherkashin, A., Begich, Y., Sherstobitova, P., Tolochko, O.: Amorphous fiber based on the Fe-B-C molten system for bulk reinforcement of concrete. MATEC Web Conf. 245, 03019 (2018). https://doi.org/10.1051/matecconf/201824503019
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Begich, Y., Sherstobitova, P., Cherkashin, A. (2020). Amorphous Fiber Based on the Fe–B–C Molten Systems as Dispersed Reinforcement of Floor Slabs. In: Anatolijs, B., Nikolai, V., Vitalii, S. (eds) Proceedings of EECE 2019. EECE 2019. Lecture Notes in Civil Engineering, vol 70. Springer, Cham. https://doi.org/10.1007/978-3-030-42351-3_35
Download citation
DOI: https://doi.org/10.1007/978-3-030-42351-3_35
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-42350-6
Online ISBN: 978-3-030-42351-3
eBook Packages: EngineeringEngineering (R0)