Mechanics of Solids (about journal) Mechanics of Solids
A Journal of Russian Academy of Sciences
 Founded
in January 1966
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IssuesArchive of Issues2019-6pp.883-889

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C.G. Zhang, S.P. Batuev, P.A. Radchenko, and A.V. Radchenko, "Modeling of Fracture of Spatial Concrete Structures Under Impulse Loads," Mech. Solids. 54 (6), 883-889 (2019)
Year 2019 Volume 54 Number 6 Pages 883-889
DOI 10.3103/S0025654419060049
Title Modeling of Fracture of Spatial Concrete Structures Under Impulse Loads
Author(s) C.G. Zhang (Chang'an University, Middle-Section of Nan'er Huan Road, Xi'an, 710064 China)
S.P. Batuev (Chang'an University, Middle-Section of Nan'er Huan Road, Xi'an, 710064 China; Tomsk State University of Architecture and Civil Engineering, Solyanaya pl. 2, Tomsk, 634003 Russia)
P.A. Radchenko (Tomsk State University of Architecture and Civil Engineering, Solyanaya pl. 2, Tomsk, 634003 Russia)
A.V. Radchenko (Chang'an University, Middle-Section of Nan'er Huan Road, Xi'an, 710064 China; Tomsk State University of Architecture and Civil Engineering, Solyanaya pl. 2, Tomsk, 634003 Russia, andrey-radchenko@live.ru)
Abstract The paper presents the results of a numerical study of the fracture of concrete structures - the protective shell of a nuclear power plant (NPP), under impulse loads. The model of concrete behavior takes into account differences in the limits of compressive and tensile strength, dependence of tensile strengths on the strain rate, plastic properties of concrete, fracture, fragmentation of the shell. Numerical modeling is carried out by finite element method in a three-dimensional statement as part of a phenomenological approach of the mechanics of a continuous medium, using the authors computational software. The dynamics of the fracture of the nuclear power plant protective shell, which has a complex cellular structure and the role of wave processes, is investigated.
Keywords fracture, strength, wave of compression, wave of unloading, model, concrete
Received 24 August 2018
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