The algorithm of numerical solution the non-linear boundary value problems of geomechanics
About authors
- 1 — Saint Petersburg State Mining University
- 2 — Saint Petersburg State Mining University
- 3 — Saint Petersburg State Mining University
Abstract
This article is devoted to the algorithm of the forecast of stress and strain state nonho-mogeneous layered physical nonlinear rock massif. The modeling based on applying the whole package of computational methods: variational method, discrete continuation on numeric parameter method, quasi-linearization of nonlinear value boundary problem, finite difference method, Thomas algorithm and iterative process.
References
- Беллман Р. Квазилинеаризация и нелинейные краевые задачи / Р.Беллман, Р.Калаба. М., 1968. 184 с.
- Господариков А.П. Метод решения нелинейных задач механики горных пород при подземной разработке пластовых месторождений / Санкт-Петербургский горный ин-т. СПб, 1999. 129 с.
- Григолюк Э.И. Проблемы нелинейного деформирования / Э.И.Григолюк, В.И.Шалашилин. М., 1988. 232 с.
Similar articles
Conveyor belts service life increasing during transportation rough material on tape conveyors
2012 Yu. D. Tarasov, A. O. Kuzmin
Quality influence of grouting process for volume stress-strain condition of the soils mass near the tunnel’s face which situated in the proterozoic clays
2012 V. L. Trushko, A. N. Shokov
Identification of turn to turn faults in power transformers by means of the amplitude-phase analysis of negative sequence currents
2012 D. I. Ivanchenko, O. B. Shonin
Hot stability of surface-nanostructurized metals obtained by solid-state hydride synthesis
2012 A. G. Syrkov, L. A. Zhurenkova, O. A. Dulneva, V. F. Tufrikova