Abstract
Nowadays steel plate reinforced concrete beams are widely used in construction around the world. The use of such structures allows high-quality welding, saving materials’ saving and avoiding complex joints.
Decking structures contain solid or lattice steel beams, on which the flooring of steel profiled sheets is laid, which simultaneously acts as both formwork and the lower stretched rebar for monolithic concrete. After analysing the special literature and practical issues of steel plate reinforced concrete structures, it could be concluded that such structures have increased bearing capacity and cracking resistance, as well as more economical characteristics comparing with reinforced concrete structures. The high-strength steels’ usage in steel-concrete structures makes it possible to achieve even greater savings. Combination of the properties of steel plate reinforced concrete beams reinforced with S275 steel plates with the strength of high-strength rod reinforcement of class A1000 ensures the possibility to achieve additional reduction of metal consumption with simultaneous observance of permissible strain and crack resistance requirements.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsReferences
Al Sherrawi M, Lyashenko V, Edaan E, Sotnik L (2018) Corrosion as a source of destruction in construction. Int J Civ Eng Technol 9:306–314
Blikhars’kyi Z.Ya, Obukh Y (2018) Influence of the mechanical and corrosion defects on the strength of thermally hardened reinforcement of 35GS steel. Mater Sci 54:273–278. https://doi.org/10.1007/s11003-018-0183-2
Blikharskyy Y, Khmil R, Blikharskyy Z (2018a) Research of RC columns strengthened by carbon FRP under loading. Matec Web of Conf 174:1–8. https://doi.org/10.1051/matecconf/201817404017
Blikharskyy Z, Brózda K, Selejdak J (2018b) Effectivenes of strengthening loaded RC beams with FRCM system. Arch Civ Eng 64:3–13. https://doi.org/10.2478/ace-2018-0025
Blikharskyy Z, Selejdak J, Blikharskyy Y, Khmil Roman (2019) Corrosion of reinforce bars in RC constructions. Syst Saf: Hum - Tech Facility - Environ 1:277–283. https://doi.org/10.2478/czoto-2019-0036
Blikharskyy Z, Vegera P, Vashkevych R, Shnal T (2018c) Fracture toughness of RC beams on the shear, strengthening by FRCM system. Matec Web Conf 183:02009. https://doi.org/10.1051/matecconf/201818302009
Bobalo T, Blikharskyy Y, Vashkevich R, Volynets M (2018) Bearing capacity of RC beams reinforced with high strength rebars and steel plate. Matec Web of Conf 230:02003. https://doi.org/10.1051/matecconf/201823002003
Brózda K, Selejdak J, Koteš P (2017) The analysis of beam reinforced with FRP bars in bending. Procedia Eng 192:64–68. https://doi.org/10.1016/j.proeng.2017.06.011
Fadhil B, Al-Rumaithi A, Al-Sherrawi M (2018) Properties of reactive powder concrete with different types of cement. Int J Civ Eng Technol 9:1313–1321
Khmil R, Tytarenko R, Blikharskyy Y, Vegera P (2018) Development of the procedure for the estimation of reliability of reinforced concrete beams strengthened by building up the stretched reinforcing bars under load. Eastern-Eur J Enterp Technol 5(7):95. https://doi.org/10.15587/1729-4061.2018.142750
Kos Ž, Dmitrović LG, Klimenko E (2017) Developing a Model of a Strain (Deformation) of a Damaged Reinforced Concrete Pillar in Relation to a Linear Load Capacity. Tech J 11(4):150–154 https://hrcak.srce.hr/190990
Koteš P, Strieška M, Brodnan M, Odrobinak J, Gocál J (2018) Rapid tests of corrosion in corrosion chamber. IOP Conf Ser: Mater Sci Eng 365:052013
Krainskyi P, Blikharskyy Y, Khmil R, Blikharskyy Z (2018a) Experimental study of the strengthening effect of reinforced concrete columns jacketed under service load level. Matec Web of Conf 183:1–5. https://doi.org/10.1051/matecconf/201818302008
Krainskyi P, Blikharskyy Y, Khmil R, Vegera P (2018b) Influence of loading level on the bearing capacity of RC columns strengthened by jacketing. Matec Web of Conf 230:02013. https://doi.org/10.1051/matecconf/201823002013
Selejdak J, Khmil R, Blikharskyy Z (2018) The influence of simultaneous action of the aggressive environment and loading on strength of RC beams. Matec Web of Conf 183:1–6. https://doi.org/10.1051/matecconf/201818302002
Sobol K, Blikharskyy Z, Petrovska N, Terly’a V (2014) Analysis of structure formation peculiarities during hydration of oil-well cement with zeolitic tuff and metakaolin additives. Chem Chem Technol 8(4):461–465. https://doi.org/10.23939/chcht08.04.461
Strieška M, Koteš P (2018) Corrosion map of zinc in Slovakia. Pollack Periodica 13:129–136. https://doi.org/10.1556/606.2018.13.2.13
Tayeh B, Bakar BH, Megat J, Megat A, Voo Y (2013) Evaluation of bond strength between normal concrete substrate and ultra high performance fiber concrete as a repair material. Procedia Eng 54:554–563. https://doi.org/10.1016/j.proeng.2013.03.050
Vegera P, Vashkevych R, Blikharskyy Z (2018) Fracture toughness of RC beams with different shear span. Matec Web of Conf 174:1–8. https://doi.org/10.1051/matecconf/201817402021
Zhang Q, Mol’kov YV, Sobko YM, Blikhars’kyi YZ, Khmil RE (2015) Specific fracture energy of thermally hardened reinforcement. Mater Sci 50(6):824–829. https://doi.org/10.1007/s11003-015-9789-9
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
Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M. (2020). Serviceability of RC Beams Reinforced with High Strength Rebar’s and Steel Plate. In: Blikharskyy, Z., Koszelnik, P., Mesaros, P. (eds) Proceedings of CEE 2019. CEE 2019. Lecture Notes in Civil Engineering , vol 47. Springer, Cham. https://doi.org/10.1007/978-3-030-27011-7_4
Download citation
DOI: https://doi.org/10.1007/978-3-030-27011-7_4
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-27010-0
Online ISBN: 978-3-030-27011-7
eBook Packages: EngineeringEngineering (R0)