Calculation of the Cracking Moment of a Flexible Concrete Element Reinforced with Fiberglass Fitting

Author:

Morgunov М. V.1

Affiliation:

1. Bryansk State Technological University of Engineering

Publisher

Southwest State University

Subject

General Earth and Planetary Sciences,General Engineering,General Environmental Science

Reference15 articles.

1. Astahov Ju.V. Jeksperimental'no-raschetnaja ocenka vzaimodejstvija stal'noj kanatnoj i stekloplastikovoj armatury s betonom. Diss. kand. tekhn. nauk. Novosibirsk, 2002, 139 p.

2. Bekker A.T., Umanskij A.M., Zavgorodnev A.V., Ivanov E.S. Study of Stress and Strain State of Flexible Concrete Elements Strengthened by Basalt-Plastic Reinforcement ANK-BM. Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference Busan, Korea, June 15-20, 2014 – p.211-214. ISBN 978-1 880653 91-3 (Set); ISSN 1098-6189 (Set).

3. Vasil'ev V.V. Mehanika konstrukcij iz kompozicionnyh materialov. Moscow, Mashinostroenie Publ., 1986, 265 p.

4. Brik V.B. Advanced Concept Concrete Using Basalt Fiber/BF Composite Rebar Reinforcement, Washinton: Transportation Research Board, 2003.

5. ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars. (Reported by ACI Committee 440).

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