AbstractAbout AuthorsReferences
A generalized interpretation of the mechanism of interrelation of strength, regularities of humidity deformation and frost-resistance of concretes with their temperature-humidity state is presented. The system of structural characteristics influencing on the manifestation and realization of the structural potential of the material is also presented. The generalization of the study results makes it possible to reveal the interrelation between parameters of composition and structure of high performans concretes and the realization of their structural potential under various temperature-humidity conditions.
E.M. CHERNYSHOV1, Doctor of Sciences (Engineering), Academician of RAACS (This email address is being protected from spambots. You need JavaScript enabled to view it.)
G.S. SLAVCHEVA1, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
L.V. KIM2, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
G.S. SLAVCHEVA1, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
L.V. KIM2, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
1 Voronezh State University of Architecture and Сivil Engineering(84, 20-letija Oktjabrja Street, 394006, Voronezh, Russian Federation)
2 School of Engineering of the Far Eastern Federal University (Far Eastern Federal University, Housing 12, OPS Russian-2, Vladivostok, 690922, Russian Federation)
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4. Gorchakov G.I. Influence of ice formation in a concrete time on frost resistance // Beton i zhelezobeton. 1977. No. 9, pp. 35–37. (In Russian).
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6. Gorchakov G.I. Sostav, struktura i svoistva tsementnykh betonov [The composition, structure and properties of cement concrete]. Moscow: Stroiizdat. 1976. 144 p.
7. Lykov, A.V. Yavleniya perenosa v kapillyarno-poristykh telakh [The transfer phenomena in capillary and porous bodies]. Moscow: Gostekhizdat. 1954. 320 pp.
8. Bogoslovskiy V.N., Gagarin V.G. Potential humidity. Theoretical basis. Bulletin RAASN OSN. 1996. Vol. 1, pp. 12–14. (In Russian).
9. Tsimermanis L.B. Termo-dinamicheskie i perenosnye svoistva kapil-lyarno-poristykh tel [Thermodynamic and figurative properties of capillary and porous bodies]. Chelyabinsk: South Ural Book Publishers.1970. 202 p.
10. Bazhenov Yu.M., Chernyshov E.M., Korotkikh D.N. Designing of structures of modern concrete: the defining principles and technological platforms. Stroitel’nye Materialy [Construction Materials]. 2014. No. 3, pp. 6–14. (In Russian).
11. Slavcheva G.S. Influence of a temperature and moist state on regularities of change of indicators of resistance to destruction of concrete. Vestnik grazhdanskikh inzhenerov. 2010. No. 1 (22), pp. 23–28. (In Russian).
12. Slavcheva G.S., Chemodanova S.N. New generation of the high-performance concrete: distinctive signs of structure and regularity of development of deformations. Nauchnyi vestnik VGASU. Stroitel’stvo i arkhitektura. 2011. No. 2 (22), pp. 58–67. (In Russian).
13. Chernyshov E.M., Slavcheva G.S. Physical and chemical nature of interrelation of properties of construction materials with their moist state. Academia. 2008. No. 1, pp. 87–92. (In Russian).
14. Chernyshov E.M. Formula “4C” (structure, structure, a state, properties) in a kontseptual-but-methodological paradigm of modern construction materials science. Construction materials 4C: structure, structure, state, properties: International Scientific Conference. Novosibirsk. 2015, pp. 5–12. (In Russian).
15. 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).
16. Chernyshov E. M. Slavcheva, G. S. Frost destruction and frost resistance of building materials: a modern interpretation of the mechanism and management factors. Bulletin of the Department of construction Sciences RAACS. Belgorod. 2005. Vol. 9, pp. 447–459. (In Russian).
17. Slavcheva G.S., Chernyshov E.M. Influence of structure of high strength modified concrete on dilatometric effects when freezing. Vestnik inzhenernoi shkoly DVFU. Stroitel’nye materialy i izdeliya. 2015. No. 1 (22), pp. 63–70. (In Russian).
2. Aleksandrovskiy S.V., Aleksandrovskiy V.S. Basic model theory of freezing wet porous bodies. Beton i zhelezobeton. 2005. No. 6, pp. 20–21. (In Russian).
3. Berkman A.S., Mel’nikova I.G. Struktura i morozostoikost’ stroitel’nykh materialov [Structure and frost resistance of building materials] Moscow: Gosstroiizdat 1962. 164 p.
4. Gorchakov G.I. Influence of ice formation in a concrete time on frost resistance // Beton i zhelezobeton. 1977. No. 9, pp. 35–37. (In Russian).
5. Dobshits L.M. Physico-chemical model of the fracture of concrete under alternate maintenance-thawing. Vestnik grazhdanskikh inzhenerov. 2009. No. 3 (20), pp. 104–110. (In Russian).
6. Gorchakov G.I. Sostav, struktura i svoistva tsementnykh betonov [The composition, structure and properties of cement concrete]. Moscow: Stroiizdat. 1976. 144 p.
7. Lykov, A.V. Yavleniya perenosa v kapillyarno-poristykh telakh [The transfer phenomena in capillary and porous bodies]. Moscow: Gostekhizdat. 1954. 320 pp.
8. Bogoslovskiy V.N., Gagarin V.G. Potential humidity. Theoretical basis. Bulletin RAASN OSN. 1996. Vol. 1, pp. 12–14. (In Russian).
9. Tsimermanis L.B. Termo-dinamicheskie i perenosnye svoistva kapil-lyarno-poristykh tel [Thermodynamic and figurative properties of capillary and porous bodies]. Chelyabinsk: South Ural Book Publishers.1970. 202 p.
10. Bazhenov Yu.M., Chernyshov E.M., Korotkikh D.N. Designing of structures of modern concrete: the defining principles and technological platforms. Stroitel’nye Materialy [Construction Materials]. 2014. No. 3, pp. 6–14. (In Russian).
11. Slavcheva G.S. Influence of a temperature and moist state on regularities of change of indicators of resistance to destruction of concrete. Vestnik grazhdanskikh inzhenerov. 2010. No. 1 (22), pp. 23–28. (In Russian).
12. Slavcheva G.S., Chemodanova S.N. New generation of the high-performance concrete: distinctive signs of structure and regularity of development of deformations. Nauchnyi vestnik VGASU. Stroitel’stvo i arkhitektura. 2011. No. 2 (22), pp. 58–67. (In Russian).
13. Chernyshov E.M., Slavcheva G.S. Physical and chemical nature of interrelation of properties of construction materials with their moist state. Academia. 2008. No. 1, pp. 87–92. (In Russian).
14. Chernyshov E.M. Formula “4C” (structure, structure, a state, properties) in a kontseptual-but-methodological paradigm of modern construction materials science. Construction materials 4C: structure, structure, state, properties: International Scientific Conference. Novosibirsk. 2015, pp. 5–12. (In Russian).
15. 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).
16. Chernyshov E. M. Slavcheva, G. S. Frost destruction and frost resistance of building materials: a modern interpretation of the mechanism and management factors. Bulletin of the Department of construction Sciences RAACS. Belgorod. 2005. Vol. 9, pp. 447–459. (In Russian).
17. Slavcheva G.S., Chernyshov E.M. Influence of structure of high strength modified concrete on dilatometric effects when freezing. Vestnik inzhenernoi shkoly DVFU. Stroitel’nye materialy i izdeliya. 2015. No. 1 (22), pp. 63–70. (In Russian).
For citation: Chernyshov E.M., Slavcheva G.S., Kim L.V. About Constructional Potential of High Performans Concretes Structures with Due Regard for Temperature-Humidity Operational Conditions. Stroitel’nye Materialy [Construction Materials]. 2015. No. 9, pp. 3-17. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-729-9-3-17