Cyclic Strength of Concretes of a New Generation

Number of journal: 1-2-2020
Autors:

Travush V.I.,
Karpenko N.I.,
Erofeev V.T.,
Erofeeva I.V.,
Bondarev B.A.,
Bondarev A.B.

DOI: https://doi.org/10.31659/0585-430X-2020-778-1-2-88-94
УДК: 691.33

 

AbstractAbout AuthorsReferences
For today various types of concrete, including high-strength and self-compacting have been developed in Russia and abroad. High results of strength and other properties were obtained on powder-activated sand concretes of a new generation – plasticized concretes with an increased content of suspension component. To date, the technological physical and mechanical properties of powder-activated concretes depending on the main structure-forming factors have been studied. The present research is devoted to establishing the stability of powder-activated concretes of a new generation under the action of cyclic loads. Comparison of the results was carried out with concretes of a transitional generation. Short-term load tests were conducted on a specially made stand. Loading was carried out in series of 100 load applications. According to the data obtained, curves of low-cyclic fatigue of concretes were built, which were approximated using a fractional-exponential function. The results were processed by the linear correlation method. It is established that the criterion of low-cyclic stability is the coefficient of endurance, showing the term of preserved strength (bearing capacity) after repeated and repeatedly applied loads. The advantages of powder-activated concretes are established. For these compositions, the values of low-cycle and multi-cycle fatigue on the basis of 5·106 cycles – Kb,pul = 0,83Rb, on the basis of 2·106 cycles Kb,pul = 0,4Rb.
V.I. TRAVUSH1, Doctor of Sciences (Engineering), Professor, Academician of RAACS,
N.I. KARPENKO1, Doctor of Sciences (Engineering), Professor, Academician of RAACS;
V.T. EROFEEV2, Doctor of Sciences (Engineering), Academician of RAACS,
I.V. EROFEEVA2, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.);
B.A. BONDAREV3, Doctor of Sciences (Engineering),
A.B. BONDAREV3, Candidate of Sciences (Engineering)

1 Russian Academy of Architecture of Construction Sciences (24, Bolshaya Dmitrovka Street, Moscow, 107031, Russian Federation)
2 National Research N.P. Ogarev Mordovia State University (68, Bolshevistskaya Street, Saransk, Republic of Mordovia, 30005, Russian Federation)
3 Lipetsk State Technical University (30, Moskovskaya Street, Lipetsk, 398600, Russian Federation)

1. Bazhenov Yu.M. Modern concrete technology. Concrete and reinforced concrete – a look into the future: scientific papers of the III All-Russian (II International) Conference on Concrete and Reinforced Concrete. Vol. 7. Plenary reports. Moscow, May 12–16, 2014, pp. 23–28. (In Russian).
2. Falikman V.R., Sorokin YU.V., Kalashnikov O.O. Construction and technical properties of particularly high-strength quick-hardening concrete. Beton i zhelezobeton. 2004. No. 5, pp. 5–10. (In Russian).
3. Silver Deo. Aspects of the use of non-metallic fiber. The study of the use of fiber for concrete products. CPI – International Concrete Production. 2011. No. 4, pp. 46–56. (In Russian).
4. Kalashnikov V.I. How to turn old-generation concrete into high-performance new-generation concrete. Beton i zhelezobeton. 2012. No. 1, p. 82.
5. Kapriyelov S.S., Shenfel’d A.M., Krivoborodov Yu.R. Modifiers series MB and high performance concretes Beton i zhelezobeton. 1992. No. 7, pp. 4–7. (In Russian).
6. Kapriyelov S.S., Travush V.I., Karpenko N.I. and other. Modified high-strength concrete of classes B80 and B90 in monolithic structures. Stroitel’nye Materialy [Construction Materials]. 2008. No. 3, pp. 9–13. (In Russian).
7. Chernyshov Ye.M., Korotkikh D.N., Artamonova O.V. Nanotechnological conditions for controlling the formation of high-strength cement concrete. Transactions of the Central Regional Branch of RAACS. Voronezh. 2010, pp. 102–123. (In Russian).
8. Kalashnikov V.I., Erofeyev V.T., Tarakanov O.V. Suspension-filled concrete mixes for new generation powder-activated concrete. Izvestiya vysshikh uchebnykh zavedeniy. Stroitel’stvo. 2016. No. 4 (688), pp. 30–37. (In Russian).
. Kalashnikov V.I., Erofeev V.T., Tarakanov O.V., Arkhipov V.P. The concept of strategic development of plasticized powder-activated concrete of a new generation. High-strength cement concretes: technology, construction, economics (VPB-2016). Collection of abstracts of international reports scientific and technical conference. 2016. 36 p. (In Russian).
10. Gulyayeva Ye.V., Yerofeyeva I.V., Kalashnikov V.I., Petukhov A.V. Effect of water content, type of superplasticizer and hyperplasticizer on the spreadability of suspensions and strength properties of cement stone. Molodoy ucheniy. 2014. No. 19, pp. 191–194. (In Russian).
11. Gulyayeva Ye.V., Yerofeyeva I.V., Kalashnikov V.I., Petukhov A.V. The effect of reactive additives on the strength properties of plasticized cement stone. Molodoy ucheniy. 2014. No. 19, pp. 194–196. (In Russian).
12. Kalashnikov V.I. Terminology of science of new generation of concrete. Stroitel’nye Materialy [Construction Materials]. 2011. No. 3, pp. 103–106. (In Russian).
13. Kalashnikov V.I. What is the powder-activated concrete of new generation Stroitel’nye Materialy [Construction Materials]. 2012. No. 10, pp. 70–71. (In Russian).
14. Erofeyev V.T., Cherkasov V.D., Yemel’yanov D.V., Yerofeyeva I.V. Impact strength of cement composites. Academia. Arkhitektura i stroitel’stvo. 2017. No. 4, pp. 89–94. (In Russian).
15. Travush V.I., Erofeyev V.T., Cherkasov V.D., Yemel’yanov D.V., Erofeyeva I.V. Damping properties of cement composites. Promyshlennoye i grazhdanskoye stroitel’stvo. 2018. No. 2, pp. 10–15. (In Russian).
16. Erofeeva I.V., Afonin V.V., Fedortsov V.A., Emelyanov D.V., Podzhivotov N.Y., Zotkina M.M. Research of the behavior of cement composites in the conditions of higher humidity and variable positive temperatures. International Journal for Computational Civil and Structural Engineering. 2017. No. 13 (4), pp. 66–81. (In Russian). DOI: https://doi.org/10.22337/2587-9618-2017-13-4-66-81.
17. Prokof’yev A.S., Kabanov V.A., Smorchkov A.A. Proyektirovaniye stroitel’nykh konstruktsiy s uchetom ustalosti [Design of building structures taking into account fatigue]. Publisher TPI. 1988. 105 p.
18. Berg O.Ya. The study of the strength of reinforced concrete structures when exposed to repeatedly repeated load. Proceedings of the Central Research Institute of Railways. Moscow: Transzheldorizdat. 1956. Iss. 19, pp. 106–107. (In Russian).
19. Berg O.Ya. Fizicheskiye osnovy teorii prochnosti betona i zhelezobetona [Physical foundations of the theory of strength of concrete and reinforced concrete]. Moscow: Gosstroyizdat. 1961. 56 p.
20. Karpukhin N.S. Reinforced concrete endurance study. In the book: Building Constructions: Proceedings of the Moscow Institute of Transport Engineers. 1959. Iss. 108, pp. 44–54. (In Russian).
21. Bazhenov YU.M. Betony pri dinamicheskom nagruzhenii [Concrete under dynamic loading]. Moscow: Publishing house of literature on construction. 1970. 271 p.
22. Bondarev B.A., Borkov P.V., Bondarev A.B. Tsiklicheskaya dolgovechnost’ polimernykh materialov stroitel’nogo naznacheniya [Cyclic durability of polymeric materials for construction purposes]. Tambov: Pershin Publishing House. 2013. 112 p.
23. Bondarev B.A., Bondarev A.B., Borkov P.V. Soprotivleniye polimernykh kompozitnykh materialov deystviyu tsiklicheskikh napryazheniy [Resistance of polymer composite materials to cyclic stresses]. Lipetsk: Publishing House of LSTU. 2017. 154 p.

For citation: Travush V.I., Karpenko N.I., Erofeev V.T., Erofeeva I.V., Bondarev B.A., Bondarev A.B. Cyclic strength of concretes of a new generation. Stroitel’nye Materialy [Construction Materials]. 2020. No. 1–2, pp. 88–94. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2020-778-1-2-88-94


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