RESEARCH OF THE STRESS-STRAIN STATE OF TWO-LAYER BENDING ELEMENTS WITH HIGH-STRENGTH CONCRETE IN A COMPRESSED ZONE REINFORCED WITH GLASS-COMPOSITE LONGITUDINAL REINFORCEMENTS

Author:

ROGATNEV YURI,MINANI JEREMIE,SOKOLOV OLEG

Publisher

Novosibirsk State University of Architecture and Civil Engineering (Sibstrin)

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference20 articles.

1. Stepanova V.F., Stepanov A.Yu. Non-metallic composite reinforcement for concrete structures. Nauchno-tekhnicheskiy i proizvodstvennyy zhurnal = Scientific-technical and industrial journal. 2013; (1): 45–47. (In Russ.).

2. Maksimov S.P., Bashkova Yu.B., Miklyaeva T.A., Maksimova A.E. Ways to increase the modulus of elasticity of composite reinforcement. Universum: Tekhnicheskiye nauki. Elektronnyy nauchnyy zhurnal = Universum: Technical sciences. Electron. Scientific journal. 2015; (11): 1–9. (In Russ.).

3. Vinogradova N.A., Teplova Zh.S. Restraining factors for the use of composite reinforcement. Molodoy uchenyy = Young scientist. 2016; (17): 31–35. (In Russ.).

4. Piskunov A.A., Zinnurov T.A., Berezhnoy D.V., Umarov B.Sh., Volter A.R. Experimental and numerical studies of stress-strain state of concrete structures reinforced with polymer-composite reinforcement. Transportnyye sooruzheniya = Transport facilities. 2018; (2): 1–18. (In Russ.). https://t-s.today/PDF/02SATS218.pdf

5. Umanskiy A.M., Bekker A.T. The use of basalt-plastic reinforcement in the structures of marine hydraulic structures. Izvestiya VNIIG im. B.E. Vedeneeva = Izvestia VNIIG im. B.E. Vedeneev. 2016; (6): 61–75. (In Russ.).

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