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CALCULATION ASSESSMENT OF ANCHORAGE IN CONCRETE FOR FIBERGLASS REINFORCEMENT MANUFACTURED IN THE REPUBLIC OF BELARUS

https://doi.org/10.21122/2227-1031-2016-15-4-308-314

Abstract

The paper analyzes advantages and disadvantages of composite reinforcement while reinforcing concrete structures. Results of experimental investigations on adhesion strength of fiberglass reinforcement manufactured in the Republic of Belarus with concrete have been given in the paper. The paper contains an analysis pertaining to the influence of concrete contact diameter and length of fiberglass reinforcing bars on strength and deformability of adhesion with concrete. Failure behavior of prototypes and maximum loading that does cause breakage in adhesion of fiberglass reinforcement with the concrete have been controlled in order to study the influence of diameter and length of fiberglass reinforcing bar contact with the concrete on strength and deformability of concrete adhesion for composite reinforcement produced by various manufacturers. Displacement of non-loaded (free) and loaded ends of the reinforcing bars with regard to concrete exposed face on both specimen ends has been also controlled. The experiments have shown that destruction of the prototypes occurred due to initiation of one of the following three reasons: reinforcement sliding in reference to concrete, cleaving of a protective concrete layer or breakage of composite reinforcement. Start-up moments for reinforcing bar slip in relation to the concrete have been determined with the help of two methods. The paper provides proposals for calculation assessment of anchorage in the concrete for fiberglass reinforcement manufactured by the following enterprises and companies “Stroykompozit” (Gomel, Republic of Belarus), Research and Production Company (RPC) “Biznes-Kontinent” (Brest, Republic of Belarus) and Private Eenterprise (PE) “Minplast” (Minsk, Republic of Belarus).

About the Author

E. Ya. Sadin
Belarusian National Technical University
Belarus

Graduate student

Address for correspondence: Sadin Ebrahim Yaghoub  – Belarusian National Technical University 150 Nezavisimosty Ave., 220013, Minsk, Republic of Belarus Tel.: +375 17 265-96-97  ebrahim_sadin@yahoo.com



References

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6. Tur V. V., Malykha V. V. (2012) Resistance of Bending Reinforced Concrete Elements with Combined Reinforcement using Fiberglass and Steel Bars. Resursoekonomni Materiali, Konstruktsiï, Budovli ta Sporudi: Zb. Nauk. Prats [Resource-Saving Materials, Structures, Construction and Buildings: Collection of Scientific Papers]. Rovno, Issue 24, 271–281 (in Russian).

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9. Terin V. D., Khotko A. A. (2001) Adhesion Between Concrete and Non-Tensioned Reinforcement of Various Profiles.Sovershenstvovanie Zhelezobetonnykh Konstruktsii, Otsenka ikh Sostoianiia i Usilenie: Sbornik Materialov Respublikanskoi Nauchno-Tekhnicheskoi Konferentsii [Improvement of Reinforced Concrete Structures, Evaluation of their State and Strengthening: Collection of Materials of the Republican Scientific and Technical Conference]. Minsk, Tekhnoprint, 188–195 (in Russian).

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Review

For citations:


Sadin E.Ya. CALCULATION ASSESSMENT OF ANCHORAGE IN CONCRETE FOR FIBERGLASS REINFORCEMENT MANUFACTURED IN THE REPUBLIC OF BELARUS. Science & Technique. 2016;15(4):308-314. (In Russ.) https://doi.org/10.21122/2227-1031-2016-15-4-308-314

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ISSN 2227-1031 (Print)
ISSN 2414-0392 (Online)