Numerical realization of spatial model of system building-base-ground

V. E. Lyalin1 , N. V. Mityukov2 , O. V. Malina3 , Y. O. Mikhailov4

1, 2, 3, 4Kalashnikov Izhevsk State Technical University, Izhevsk, Russia

1Corresponding author

Vibroengineering PROCEDIA, Vol. 8, 2016, p. 249-255.
Received 17 August 2016; accepted 6 September 2016; published 7 October 2016

Copyright © 2016 JVE International Ltd. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Creative Commons License

For example, a typical brick building is considered in the process of modeling and calculation of loaded deformed condition of the space system building-base-ground. The numerical implementation of the nonlinear problem in view of the structural destruction of materials by finite element method is in accordance with the developed algorithm. Crack propagation is presented in pattern and contour plots of stress and displacement, resulting from the calculation.

Keywords: building deformation, structural collapse, stress analysis, finite elements.


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