Abstract
When designing and erecting monolithic frame buildings it can happen that at one stage of construction an error was made. Or during the reconstruction of the building, the operational load was increased.
In this case, the structure may become unusable in the conditions for which it was designed.
In the event of such situations, it is necessary to perform reinforcement of structures that do not meet the operating conditions.
This article presents the results of experimental studies of a model of a flat reinforced concrete slab reinforced with external prestressed reinforcement.
A comparison of the results of the plate under load without reinforcement, and with load and reinforcement.
According to the results of the experiment, it was found that this method of strengthening flat plates gives a positive result. That is why this method can be used for strengthening flat slabs.
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References
Zhuravskyi OD, Tymoshchuk VA (2017) Calculation of flat reinforced concrete slabs reinforced with external prestressed reinforcement. Building structures. Theory and practice. KNUCA, Kyiv. Issue 1, pp 193–198
DSTU B V.3.1-2:2016 (2017) Repair and reinforcement of load-bearing and enclosing building structures and foundations of buildings and structures. K.: DP «UkrNDNTs». 68s.
Khan S, Williams M (1995) Post-tensioned concrete floors, 312 p.
Hasenko A, Semko O, Drobotia O, Sirobaba V (2020) Experimental and numerical studies of nodes of light steel-reinforced concrete structures. Paper presented at the proceedings of the 2020 session of the 13th fib international PhD symposium in civil engineering, pp 173–178
Semko O, Hasenko A, Kyrychenko V, Sirobaba V (2020) The rational parameters of the civil building steel frame with struts. https://doi.org/10.1007/978-3-030-42939-3_25
Kochkarev D, Azizov T, Galinska T (2018) Bending deflection reinforced concrete elements determination. Paper presented at the MATEC Web of Conferences, vol 230. https://doi.org/10.1051/matecconf/201823002012
Piskunov VG, Gorik AV, Cherednikov VN (2000) Modeling of transverse shears of piecewise homogeneous composite bars using an iterative process with account of tangential loads 2. Resolving equations and results. Mech Compos Mater 36(6):445–452. https://doi.org/10.1023/A:1006798314569
Piskunov VG, Goryk AV, Cherednikov VN (2000) Modeling of transverse shears of piecewise homogeneous composite bars using an iterative process with account of tangential loads. 1. Construction of a model. Mech Compos Mater 36(4):287–296. https://doi.org/10.1007/BF02262807
Pavlikov A, Kochkarev D, Harkava O (2020) Analysis of eccentrically loaded members of circular cross section by nonlinear deformation model. https://doi.org/10.1007/978-3-030-42939-3_19
Kochkarev D, Azizov T, Galinska T (2020) Design of effective statically indeterminate reinforced concrete beams. https://doi.org/10.1007/978-3-030-42939-3_10
Azizov T, Jurkowska N, Kochkarev D (2019) Basis of calculation on torsion for reinforced concrete structures with normal cracks. Paper presented at the proceedings of the fib symposium 2019: concrete - innovations in materials, design and structures, pp 1718–1725
Kochkarev D, Azizov T, Azizova A, Galinska T (2021) Designing of standard cross sections of composite bending reinforced concrete elements by the method of design resistance of reinforced concrete. https://doi.org/10.1007/978-3-030-57340-9_25
Semko O, Fenko O, Hasenko A, Harkava O, Kyrychenko V (2018) Influence of external and internal cooling at solidification on strength of brittle duralumin in compression. Paper presented at the MATEC Web of Conferences, vol 230. https://doi.org/10.1051/matecconf/201823002029
Pichugin SF (2018) Reliability estimation of industrial building structures. Mag Civ Eng 83(7):24–37. https://doi.org/10.18720/MCE.83.3
Loburets AT, Naumovets AG, Senenko NB, Vedula YS (1997) Surface diffusion and phase transitions in strontium overlayers on W(112). Zeitschrift Fur Physikalische Chemie 202(1–2):75–85. https://doi.org/10.1524/zpch.1997.202.part_1_2.075
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Zhuravskyi, O., Tymoshchuk, V., Zhuravska, N., Hajiyev, M. (2022). Influence of Strengthening Flat Slab by External Prestressed Reinforcement on Deformation Characteristics of the Slab. In: Onyshchenko, V., Mammadova, G., Sivitska, S., Gasimov, A. (eds) Proceedings of the 3rd International Conference on Building Innovations. ICBI 2020. Lecture Notes in Civil Engineering, vol 181. Springer, Cham. https://doi.org/10.1007/978-3-030-85043-2_42
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DOI: https://doi.org/10.1007/978-3-030-85043-2_42
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