Influence of Variable Stress State of Concrete on its Frost Resistance


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Test results of concrete under the conditions of simultaneous action of multiply repeated loads of axial compression and cyclic freezing at different temperatures are given. It is established that such variable stress state of concrete under the condition σmax<R0T (where σmax is the maximum stress of the loading cycle and R0T is the stress level determining the lower boundary of the microcrack formation region of concrete) can increase its frost resistance. This is only true if the degree of water saturation of gel pores and pore capillaries of concrete does not exceed a critical value – more than 90% by volume. The results of the investigations of the structural and technological characteristics of concrete (water-cement ratio, moisture content, differential porosity, ice content, determined by calorimetric and ultrasonic methods), frozen to temperatures down to minus 70 °C, confirm the validity of the conclusions about the effect of the variable stressed state of concrete on its frost resistance.



Edited by:

Dr. Denis Solovev




N.I. Karpenko et al., "Influence of Variable Stress State of Concrete on its Frost Resistance", Materials Science Forum, Vol. 945, pp. 169-175, 2019

Online since:

February 2019




* - Corresponding Author

[1] V. M. Moskvin, A.M. Podvalniy, On the frost resistance of concrete in the stressed state. Concrete and reinforced concrete. 2 (1960). (In Russian).

[2] K.A. Maltsov, P.G. Staritskiy, S.S. Antonov, The study of frost resistance of prestressed concrete. Proc. of Vedeneev VNIIG. 70 (1962). (In Russian).

[3] A.A. Goncharov, V.S. Gladkov, The effect of compressive stresses on the frost resistance of concrete. Concrete and reinforced concrete. 5 (1969). (In Russian).

[4] O.Ya. Berg, E.N. Shcherbakov, G.N., Pisanko, High-strength concrete. Stroyizdat. Moscow. 1971. (In Russian).

[5] O.Ya. Berg, G.N. Pisanko, Yu.N. Hromets, Study of the physical process of concrete destruction under static and repetitive load. Proc. of VNIITS. 60 (1966). (In Russian).

[6] V.M. Moskvin, M.M. Kapkin, A.N. Savitskiy, V. N. Yarmakovskiy, Concrete for construction in harsh climatic conditions. Leningrad Department of Stroyizdat. Leningrad. 1973. (In Russian).

[7] V.N. Sviridov, V.D. Malyuk, Evaluation of durability of concrete in offshore constructions on the experience of construction in the far East. Proc. of the III Russian (II international) conference on concrete and reinforced concrete Concrete and reinforced concrete – a look into the future,. 3 (2014) 388-398. (In Russian).


[8] V.N. Pantileenko, L.A. Erokhina, On improving the durability of structures oil and gas structures. Proc. of the III Russian (II international) conference on concrete and reinforced concrete Concrete and reinforced concrete – a look into the future,. 3 (2014) 348-355. (In Russian).


[9] V. N.Yarmakovsky, N.I. Karpenko, Peculiarities of technology, structure and mechanics of high-strength structural lightweight concrete for marine hydraulic structures in the Arctic continental shelf. Proc. of the III International scientific conference Polar Mechanics". Section 4, ,Materials Science». Far Eastern Federal University. Vladivostok. (2016) 728-739. (In Russian).

[10] V.N. Yarmakovsky, On the method of calculation of concrete structures of high frost resistance, in: V.M. Moskvin, Y.A. Savina, S.N. Alekseev, F. M. Ivanov, A.M. Podvalniy, V.N. Yarmakovsky Increase durability of concrete and reinforced concrete when exposed to aggressive environments. Stroyizdat. Moscow. (1975) 34-39. (In Russian).

[11] S.N. Leonovich, Strength of structural concrete during cyclic freezing-thawing from the position of fracture mechanics. Brest. 2006. (In Russian).

[12] Yu.V. Zaitsev, S. N. Leonovich, The strength and durability of structural materials with crack. BNTU. Minsk. (2010) 224-245. (In Russian).

[13] N.I. Karpenko, S.N. Karpenko, V.N. Yarmakovsky, About the construction of the chart method of calculation of rod reinforced concrete structures at low temperatures. Proc. of the III International scientific conference Polar Mechanics,. Far Eastern Federal University. Vladivostok. (2016) 181-191. (In Russian).

[14] N.I. Karpenko, V.N. Yarmakovsky, D.Z. Kadiev, Influence of concrete moisture on the diagrams of its deformation under load at low negative (up to minus 70 °C) temperatures. Building materials. 6 (2017) 10-14 (In Russian).