AbstractAbout AuthorsReferences
Results of the experimental studies of the force resistance and deformation of compressed elements from porous concrete of 1200–1600 kg/m3 density of various structural modifications (fine grain and micro grain) are presented. On the basis of research date, mechanical properties are complexly characterized; a criterion number of strength and deformation characteristics of porous concretes with due regard for the influence of long-time processes due to concrete hardening and external force factors is proposed. On the basis of data on the long-term resistance of porous concrete and change in its strength in time, calculation characteristics and coefficients of operation conditions of porous concrete are established for calculation and design of structures. It is shown that according to structural indicators, porous concretes meet normative requirements and occupy the intermediate place between cellular and light concretes of equal strength with porous fillers.
M.V. NOVIKOV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
E.M. CHERNYSHOV, Doctor of Sciences (Engineering), Academician of RAACS (This email address is being protected from spambots. You need JavaScript enabled to view it.),
G.S. SLAVCHEVA, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
E.M. CHERNYSHOV, Doctor of Sciences (Engineering), Academician of RAACS (This email address is being protected from spambots. You need JavaScript enabled to view it.),
G.S. SLAVCHEVA, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
Voronezh State University of Architecture and Civil Engineering (84, 20-letiya Oktyabrya Street, 394006, Voronezh, Russian Federation)
1. Chernyshov E.M., Slavcheva G. S. Management of operational deformability and crack resistance of macroporous (cellular) concrete. Part 1. Context of a problem and questions of the theory. Stroitel’nye Materialy [Construction Materials]. 2014. No. 1–2, pp. 105–112. (In Russian).
2. Slavcheva G.S., Kotova K.S. Questions of increase of efficiency of use of not autoclave cellular concrete (foam concretes) in construction // Zhilishchnoe Stroitel’stvo [Housing Construction]. 2015. No. 8, pp. 44–47. (In Russian).
3. Chernyshov E.M., Slavcheva G. S., Potamoshnev N. D., Makeev A.I. Porizovannye concrete for designs of low buildings. Stroitel’nye materialy, oborudovanie, tekhnologii 21 veka. 2006. No. 5, pp. 16–19. (In Russian).
4. Lesovik V.S., Suleymanova L.A., Kara K.A. Power effective gas concretes on the composite higher educational institutions knitting for monolithic construction. Izvestiya vysshikh uchebnykh zavedenii. Stroitel’stvo. 2012. No. 3, pp. 10–20. (In Russian).
5. Chubin I.L., Umnyakova N.P., Yarmakovsky V.N. Especially light concrete of new modifications – for the solution of problems of energy saving. In protection of domestic technologies. Tekhnologii stroitel’stva. 2012. No. 4, pp. 42–46. (In Russian).
6. Ukhova T.A., Fiskind E.S. Complex application of not autoclave porobeton and porofibrobeton in construction of low houses. Tekhnologii Betonov. 2012. No. 5–6, pp. 71–72. (In Russian).
7. Krylov B.A., Kirichenko V.V. Power effective production technology of foam-concrete products. Tekhnologii betonov. 2013. No. 12(89), pp. 47–49. (In Russian).
8. Slavcheva G.S., Novikov M.V., Chernyshov E.M. Change of mechanical properties of porizovanny concrete in time. Vestnik VolgGASU. Stroitel’stvo i arhitektura. Volgograd. 2008. No. 10(29), pp. 224–229. (In Russian).
9. Novikov M.V., Samorodsry N.I. Influence of the previous long loading on mechanical properties of porizovanny concrete. Nauchnyj vestnik Voronezhskogo GASU. High technologies. Ecology. Voronezh. 2015. No. 1, pp. 106–111. (In Russian).
10. Novikov M.V., Chernyshov E.M., Slavcheva G.S. Assessment of power resistance of porizovanny concrete in the conditions of the homogeneous stressed state. Safety of structural fund of Russia. Problems and decisions: Materials of the international academic readings. Kursk. 2012, pp. 36–45. (In Russian).
11. Aleksandrovsky S.V. Raschet betonnykh i zhelezobetonnykh konstruktsii na izmeneniya temperatury i vlazhnosti s uchetom polzhuchesti [Calculation of concrete and reinforced concrete designs on changes of temperature and humidity taking into account creep]. Мoscow: Stroyizdat. 1973. 432 p.
12. Bondarenko V.M., Kolchunov Vl.I. Raschetnye modeli silovogo soprotivleniya zhelezobetona: monografiya [Settlement models of power resistance of reinforced concrete] Мoscow: ASV. 2004. 472 p.
13. Bondarenko V.M., Karpenko N.I. Uroven napryazhennogo sostoyaniya kak faktor strukturnyh izmenenij i reologicheskogo silovogo soprotivleniya betona. Academia. Arhitektura i stroitel’stvo. 2007. No. 4, pp. 56–60. (In Russian). 14. Zaycev Y.V. Modelirovanie deformatsiy i prochnosti betonov metodami mekhaniki razrusheniya [Modeling of deformations and durability of concrete by methods of mechanics of destruction]. Мoscow: Stroyizdat. 1982. 196 p.
15. Novikov M.V. Power resistance of normal sections of the reinforced bent elements from constructional porous concrete. Vestnik grazhdanskikh inzhenerov. 2016. No. 3 (56), pp. 60–66. (In Russian).
2. Slavcheva G.S., Kotova K.S. Questions of increase of efficiency of use of not autoclave cellular concrete (foam concretes) in construction // Zhilishchnoe Stroitel’stvo [Housing Construction]. 2015. No. 8, pp. 44–47. (In Russian).
3. Chernyshov E.M., Slavcheva G. S., Potamoshnev N. D., Makeev A.I. Porizovannye concrete for designs of low buildings. Stroitel’nye materialy, oborudovanie, tekhnologii 21 veka. 2006. No. 5, pp. 16–19. (In Russian).
4. Lesovik V.S., Suleymanova L.A., Kara K.A. Power effective gas concretes on the composite higher educational institutions knitting for monolithic construction. Izvestiya vysshikh uchebnykh zavedenii. Stroitel’stvo. 2012. No. 3, pp. 10–20. (In Russian).
5. Chubin I.L., Umnyakova N.P., Yarmakovsky V.N. Especially light concrete of new modifications – for the solution of problems of energy saving. In protection of domestic technologies. Tekhnologii stroitel’stva. 2012. No. 4, pp. 42–46. (In Russian).
6. Ukhova T.A., Fiskind E.S. Complex application of not autoclave porobeton and porofibrobeton in construction of low houses. Tekhnologii Betonov. 2012. No. 5–6, pp. 71–72. (In Russian).
7. Krylov B.A., Kirichenko V.V. Power effective production technology of foam-concrete products. Tekhnologii betonov. 2013. No. 12(89), pp. 47–49. (In Russian).
8. Slavcheva G.S., Novikov M.V., Chernyshov E.M. Change of mechanical properties of porizovanny concrete in time. Vestnik VolgGASU. Stroitel’stvo i arhitektura. Volgograd. 2008. No. 10(29), pp. 224–229. (In Russian).
9. Novikov M.V., Samorodsry N.I. Influence of the previous long loading on mechanical properties of porizovanny concrete. Nauchnyj vestnik Voronezhskogo GASU. High technologies. Ecology. Voronezh. 2015. No. 1, pp. 106–111. (In Russian).
10. Novikov M.V., Chernyshov E.M., Slavcheva G.S. Assessment of power resistance of porizovanny concrete in the conditions of the homogeneous stressed state. Safety of structural fund of Russia. Problems and decisions: Materials of the international academic readings. Kursk. 2012, pp. 36–45. (In Russian).
11. Aleksandrovsky S.V. Raschet betonnykh i zhelezobetonnykh konstruktsii na izmeneniya temperatury i vlazhnosti s uchetom polzhuchesti [Calculation of concrete and reinforced concrete designs on changes of temperature and humidity taking into account creep]. Мoscow: Stroyizdat. 1973. 432 p.
12. Bondarenko V.M., Kolchunov Vl.I. Raschetnye modeli silovogo soprotivleniya zhelezobetona: monografiya [Settlement models of power resistance of reinforced concrete] Мoscow: ASV. 2004. 472 p.
13. Bondarenko V.M., Karpenko N.I. Uroven napryazhennogo sostoyaniya kak faktor strukturnyh izmenenij i reologicheskogo silovogo soprotivleniya betona. Academia. Arhitektura i stroitel’stvo. 2007. No. 4, pp. 56–60. (In Russian). 14. Zaycev Y.V. Modelirovanie deformatsiy i prochnosti betonov metodami mekhaniki razrusheniya [Modeling of deformations and durability of concrete by methods of mechanics of destruction]. Мoscow: Stroyizdat. 1982. 196 p.
15. Novikov M.V. Power resistance of normal sections of the reinforced bent elements from constructional porous concrete. Vestnik grazhdanskikh inzhenerov. 2016. No. 3 (56), pp. 60–66. (In Russian).
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