A Version of the Failure Criterion Modification for Plane Concrete

Abstract:

The paper is about the generally accepted in the deformable solid mechanics principles of constructing limiting surfaces of concrete strength in the principal stress space. The background and theoretical approaches taken by different researchers to describe the functions of deviatoric and meridional curves as the basic elements which determine the surface configuration of concrete strength were analyzed.There was carried out a comparative analysis of different authors’ suggestions on an analytic description of concrete strength for different stress states and a comparison of the developed criteria and the results of short-term tests of plane concrete under multiaxial loadings. Comparing the methods taken for developing the interpolation functions of deviatoric and meridional curves, it was inferred that the application of different approaches to the development of concrete failure criteria is effective. Keeping in mind the results of the comparative analysis of the prerequisites taken to develop the above failure criteria and the requirements of a better approximation of the experimental data, there are made new suggestions to describe concrete strength for the general case of stress state.

• Periodical: Key Engineering Materials (Volume 755)
• Pages: 300-321
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.755.300
• Online since: September 2017
• Authors: Volodymyr I. Korsun, Yu.Yu. Kalmykov*, S.Yu. Makarenko
• Keywords: Concrete Failure Criteria, Deviatoric Curves, Meridional, Meridional Curves, Multiaxial Stress State, Strength Surface

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