Email this article Numerical investigation of the Problem of cohesive running soils punching shear
- Authors: Kuzovatova OI1, Sadovsky VM2
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Affiliations:
- Siberian Federal University, Russia, Krasnoyarsk
- Institute of Computational Modelling, Russian Academy of Sciences, Siberian Branch, Russia, Krasnoyarsk
- Issue: Vol 10, No 5 (2009)
- Pages: 36-40
- Section: Articles
- URL: https://journals.eco-vector.com/2712-8970/article/view/508541
- ID: 508541
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Abstract
A special mathematical model generalizing the classical model of the elasticity theory is used for the analysis of directions of the deformations localization in samples of soils with different strengths. Numerical solution of the problems is carried out by means of iterative process, the equations of the elasticity theory with initial stresses being solved on each step thereof on the basis of the finite-element method.
About the authors
O I Kuzovatova
Siberian Federal University, Russia, KrasnoyarskSiberian Federal University, Russia, Krasnoyarsk
V M Sadovsky
Institute of Computational Modelling, Russian Academy of Sciences, Siberian Branch, Russia, KrasnoyarskInstitute of Computational Modelling, Russian Academy of Sciences, Siberian Branch, Russia, Krasnoyarsk
References
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- Sadovskaya, O. V Mathematical modeling in mechanics problems of granular materials / O. V. Sadovskaya, V. M. Sadovsky. M.: PhysMathLit, 2008.
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- Segerlind, L. The application of finite-element method. M.: Mir, 1979.392 p.
- Kuzovatova, O. I. Modeling of strains deformation in the materials with different strengths / O. I. Kuzovatova, V. M. Sadovsky // J. of Siberian Federal University. Mathematics & Physics. Krasnoyarsk, 2008. № 1(3). P. 272-283.
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