Modern strength criteria for concrete under triaxial stress states
https://doi.org/10.33979/2073-7416-2021-97-5-16-30
Abstract
Reliable assessment of the strength and deformations of concrete under multiaxial stress states is important for increasing the accuracy of analysis and design. Classical strength theories do not work for such materials as concrete due to the complex shear-pryout mechanism of its structural failure. Description of the key relations of strength criteria established by G.A. Geniev, G.A. Geniev -N.M. Alikova, E.S. Leites, A.V. Yashin, S.F. Klovanich - D.I. Bezushko, K.J. Willam - E.P. Warnke and N.I. Karpenko is given. Assessment of the compliance of the design strength with the experimental data under uni-, bi- and triaxial stress states is made. Strength criteria that most closely describe the experimental data in the specific areas of the stress state are determined. It has been found out that the most developed strength conditions are the ones developed by S.F. Klovanich - D.I. Bezushko, K.J. Willam - E.P. Warnke and N.I. Karpenko. The criteria introduced by E.S. Leites and A.V. Yashin describe the experimental data under conditions of the plane stress state with sufficient accuracy. The strength conditions established by G.A. Geniev and G.A. Geniev - N.M. Alikova require careful use, taking into account their deviations from the experimental data in certain areas of triaxial stress states. Loading programs in the process of experimental research of concrete strength aimed at identifying the forms of functions of meridional and deviatoric curves more accurately have been determined.
About the Authors
V. I. Korsun
Peter the Great St. Petersburg Polytechnic University
Russian Federation
Russian Federation
Vladimir I. Korsun - doctor in technical sciences, professor, professor of the Higher School of Industrial, Civil and Road Construction.
St. Petersburg.
S. N. Karpenko
Research Institute of Building Physics RAASN
Russian Federation
Russian Federation
Sergey N. Karpenko - doctor in technical sciences, chief research engineer of the laboratory "Problems of strength and quality in construction".
Moscow.
S. Yu. Makarenko
Donbas National Academy of Civil Engineering and Architecture
Ukraine
Ukraine
Sergey Yu. Makarenko - assistant in the department of Technical and Applied Mechanics.
Makiyivka.
A. V. Nedoresov
Donbas National Academy of Civil Engineering and Architecture
Ukraine
Ukraine
Andrej V. Nedoresov - candidate in technical sciences, associate Professor of the department of Reinforced Concrete Structures.
Makiyivka.
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Review
For citations:
Korsun V.I., Karpenko S.N., Makarenko S.Yu., Nedoresov A.V. Modern strength criteria for concrete under triaxial stress states. Building and Reconstruction. 2021;(5):16-30. (In Russ.) https://doi.org/10.33979/2073-7416-2021-97-5-16-30
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