Statistical patterns of changes in internal resistance parameters of cement composites during freezing and thawing
https://doi.org/10.21285/2227-2917-2022-2-206-213
Abstract
The article presents the results of an experimental part of the probabilistic and statistical approach to the design accounting of consequences caused by non-stationary stochastic changes in the temperature and humidity of external environment. Cryogenic effects of the environment are modelled by cyclic freezing tests according to the third method of GOST 1006-2012. Two series of cubic and prismatic (100 × 100 × 400 mm) samples were tested, including standard concrete (SC) and fibrous concrete (FC, µ = 1.5%) reinforced by polypropilen fibres with df = 0.8 mm diameter and lf = 40 mm length. Following the specified number of cycles, the samples were subject to axial compression under the constant deformation rate of 5·10-3 1/s. The kinetics of cyclic freezing and thawing is analysed. In addition, the cross-correlation between the statistics of the strength and deformability distribution in the standard and fibrous concretes was assessed using complete σb – εb diagrams and discrete models corresponding to different stages of the deformation response. It is proposed to differentiate the criteria conditions for assessing the consequences of climatic structural degradation taking into account the usability specification of structures.
About the Authors
B. I. PinusRussian Federation
Boris I. Pinus, Dr. Sci. (Eng.), Professor of the Department of Building Production
83 Lermontov St., Irkutsk, 664074
I. G. Korneeva
Russian Federation
Inna G. Korneeva, Senior Lecturer of the Department of Building Production
83 Lermontov St., Irkutsk, 664074
M. P. Kalashnikov
Russian Federation
Michail P. Kalashnikov, Dr. Sci. (Eng.), Professor of the Department of Heat and Gas Supply and Ventilation
40V Klyuchevskaya St., Ulan-Ude, 670013
References
1. Moskvin VM, Kapkin MM, Savitsky AN, Yarmakovsky VN. Concrete for construction in harsh climatic conditions. Moscow: Stroyizdat; 1973. 172 p. (In Russ.).
2. Leonovich MF. On the nature of the change in the coefficient of variation of concrete deformations during compression. Beton i zhelezobeton. 1960;12:43. (In Russ.).
3. Moskvin VM, Golubykh ND. Experimental verification of some hypotheses of concrete destruction under cyclic exposure to negative temperatures. Trudy NIIZhB. 1974;11:50-54. (In Russ.).
4. Ivanov FM. Study on the frost resistance of concrete. Zashchita ot korrozii stroitel'nykh konstruktsii i povyshenie ikh dolgovechnosti. Moscow: Stroyizdat; 1969. p. 109-116. (In Russ.).
5. Pinus BI, Kurilov VI. Improving the reliability of reinforced concrete structures in aggressive environments. Irkutsk: Vost.-Sib. kn. izd-vo; 1977. 159 p. (In Russ.).
6. Roginsky VA, Kostic AP, Seryakov VF. Operational reliability of buildings. Leningrad: Stroyizdat; 1983. 280 p. (In Russ.).
7. Aktuganov IZ. Method of estimating the effects of climatic temperature and humidity influence on the durability of concrete building structures. Izvestiya vuzov. Stroitel'stvo i arkhitektura. 1983;4:14-18. (In Russ.).
8. Gladkov VS. On the destruction of hydraulic concrete during repeated freezing and thawing in a non-stationary mode. Trudy koordinatsionnykh soveshchanii po gidrotekhnike. 1972;73:133- 142. (In Russ.).
9. Vazhenin BV. On frost resistance of concrete and reinforced concrete. Zhelezobeton i zhelezobetonnye konstruktsii. Chelyabinsk, 1965. p. 199. (In Russ.).
10. Moskvin VM, Blue ND. Experimental test of some hypotheses of the fracture of concrete under cyclic exposure to freezing temperatures. Trudy NIIZhB. 1974;11:50-54. (In Russ.).
11. Pinus BI, Semenov VV, Guzeev EA. Limiting deformations of concretes subjected to cyclic freezing and thawing. Beton i zhelezobeton. 1981;10:19-20. (In Russ.).
12. Savitsky AN, Moskvin VM, Yarmakovsky VN, Kapkin MM. Strength and deformation characteristics of concrete and reinforced concrete under the action of cryogenic temperatures. Povyshenie stoikosti betona i zhelezobetona pri deistvii agressivnykh sred. Moscow: Stroyizdat; 1975. p. 16-23. (In Russ.).
13. Jeongsoo Nam, Gyuyong Kim, Bokyeong Lee, Ryo Hasegawa, Yukio Hama. Frost resistance of polyvinyl alcohol fiber and polypropylene fiber reinforced cementitious composites under freeze thaw cycling. Composites Part B: Engineering. 2016;90:241-250. https://doi.org/10.1016/j.compositesb.2015.12.009.
14. Hyun-Do Yun. Effect of accelerated freezethaw cycling on mechanical properties of hybrid PVA and PE fiber-reinforced strain-hardening cement-based composites (SHCCs). Composites Part B: Engineering. 2013;52:11-20. https://doi.org/10.1016/j.compositesb.2013.03.021.
15. Hyun-Do Yun, Keitetsu Rokugo. Freeze-thaw influence on the flexural properties of ductile fiber-reinforced cementitious composites (DFRCCs) for durable infrastructures. Cold Regions Science and Technology. 2012;78:82-88. https://doi.org/10.1016/j.coldregions.2012.02.002.
Review
For citations:
Pinus B.I., Korneeva I.G., Kalashnikov M.P. Statistical patterns of changes in internal resistance parameters of cement composites during freezing and thawing. Izvestiya vuzov. Investitsii. Stroitelstvo. Nedvizhimost. 2022;12(2):206-213. (In Russ.) https://doi.org/10.21285/2227-2917-2022-2-206-213