V.P. BLAZHKO1, Candidate of Sciences (Engineering),
G.I. TIKHONOV1, Bachelor of Architecture,
V.A. KAZARYAN1, Engineer;
M.B. KRAKOVSKY2, Doctor of Sciences (Engineering);
O.O. TSYBA3, Candidate of Sciences (Engineering)
1 JSC “Research Center of Construction” (6, 2nd Institutskaya Street, Moscow, 109428, Russian Federation)
2 ZAO NPKTB “OPTIMIZATSIYA” (36/38, Mikhailova Street, Moscow, 109428, Russian Federation)
3 ROSSTANDARD, TK 375 “Steel Products of Ferrous Metals and Alloys”, PK 4 “Rolled Reinforcement for Reinforced Concrete Structures” (23/9, bldg. 2, Radio Street, Moscow, 105005, Russian Federation)
2. Mulin N.M. Sterzhnevaya armatura zhelezobetonnyh konstrukcij [Core reinforcement of reinforced concrete structures]. Moscow: Stroiizdat. 1974. 233 p.
3. Madatyan S.A. Armatura zhelezobetonnyh konstrukcij [Reinforcement of reinforced concrete structures]. Moscow: Voentechlit. 2000. 256 p.
4. Klimov Yu.A. Investigations and rationing of mechanical characteristics and service properties of rolled steel products DSTU 3760–98. Experience in applications in structures made of ordinary and prestressed reinforced concrete. II All-Russia (International) conference on concrete and reinforced сoncrete. Vol. 5. Moscow, 2005, pp. 406–415.
5. Savrasov I.P. Strength, crack resistance and deformability of bent reinforced concrete elements reinforced with A500 steel with different periodic profiles. Cand. Diss. (Engineering). Moscow: NIIZhB. 2010. 207 p.
6. Tsyba O.O. Fracture resistance and deformability of stretched reinforced concrete with unstressed rod reinforcement, which has different relative area of crumpling of transverse edges. Cand. Diss. (Engineering). Moscow: NIIZhB, 2012. 203 p.
7. Tikhonov I.N., Gumenyuk V.S., Kazaryan V.A. Bearing capacity of compressed reinforced concrete elements with cold-worked reinforcement of class В500С. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 10, pp. 25–29. (In Russian).
8. Tikhonov I.N., Meshkov V.Z., Rastorguev B.S. Designing reinforced concrete reinforcement. Moscow: OOO “Bumazhnik” 2015. 273 p.
9. Mayer U. Zum Einfluss der Oberflachengestalt von Ripptnstahlen fuf das Trag – und Verformungsverhalten von Stahlbetonbauteilen, Dissertation, Universitat Stuttgart, Institut fur Werkstoffe im Bauwesen, IWB – Mitteilungen 2002/1.
10. Tikhonov I.N., Meshkov V.Z., Zvezdov A.I, Savrasov I.P. Effective reinforcement for reinforced concrete structures of buildings, designed taking into account the impact of special loads. Stroitel’nye Materialy [Construction Materials]. 2017. No. 3, pp. 39–45. (In Russian).
11. Skorobogatov S.M. Osnovy teorii rascheta vynoslivosti sterzhnej armatury zhelezobetonnyh konstrukcij [Fundamentals of the theory of calculating the endurance of rods of reinforcement of reinforced concrete structures]. Moscow: Stroiizdat. 1976. 108 p.
For citation: Tikhonov I.N., Blazhko V.P., Tikhonov G.I., Kazaryan V.A., Krakovsky M.B., Tsyba O.O. Innovative solutions for efficient reinforcement of reinforced concrete structures. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 8, pp. 3–10. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2018-8-3-10