Отправить статью по E-mail Numerical investigation of the Problem of cohesive running soils punching shear
- Авторы: Kuzovatova OI1, Sadovsky VM1
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Учреждения:
- Выпуск: Том 10, № 5 (2009)
- Страницы: 36-40
- Раздел: Статьи
- Статья опубликована: 19.12.2009
- URL: https://journals.eco-vector.com/2712-8970/article/view/508541
- ID: 508541
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Аннотация
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.
Список литературы
- Myasnikov, V . P. Variational principles of the limit equilibrium theory of materials with different strengths / V. P. Myasnikov, V M. Sadovsky //Applied mathematics and mechanics. 2004. T. 68. № 3. P. 488-499.
- Sadovskaya, O. V Mathematical modeling in mechanics problems of granular materials / O. V. Sadovskaya, V. M. Sadovsky. M.: PhysMathLit, 2008.
- Marchuk, G. I. Introduction to projective-grid methods / G. I. Marchuk, V I. Agoshkov. M.: Science, 1981.
- 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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