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Numerical simulation of nonlinear strains of constructions elements

  • Askhad M. Polatov (Department of Applied Mathematics and intellectual technologies, National University of Uzbekistan) ;
  • Akhmat M. Ikramov (Department of Applied Mathematics and intellectual technologies, National University of Uzbekistan) ;
  • Sukhbatulla I. Pulatov (Department of Applied Mathematics and intellectual technologies, National University of Uzbekistan)
  • Received : 2021.03.08
  • Accepted : 2024.07.09
  • Published : 2024.04.25

Abstract

Paper shows the problems of numerical modeling of nonlinear physical processes of elements stress-strain state of construction are considered. Elastic-plastic environment of homogeneous solid material is investigated. The results of computational experiments of physically nonlinear strain process study of isotropic elements of three-dimensional constructions with a system of one - and doubly periodic spherical cavities under uniaxial compression are presented. The effect and mutual influence of stress concentrators in the form of a spherical cavities, vertically located two cavities and a horizontally located system of two cavities on the strain of construction is studied.

Keywords

Acknowledgement

The authors would like to express their appreciations to the administration of National University of Uzbekistan for their financial and overall support and assistance in software package development. The authors also express their appreciation to Prof. Kurmanbaev B. for valuable advices given during analysis of the calculation results. We also acknowledge the valuable assistance of Associate Prof. Gaynazarov S. with computational experiments, of Associate Prof. N. Kadirova for the preparation of articles for publication, F. Polatov, M.Sc., for article translation and edition.

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