BOUNDARY-ELEMENT MODELING OF SPECIAL SOLUTIONS IN 3-D POROELASTICITY

  • И. C. Карелин Karelin
DOI: https://doi.org/10.32326/1814-9146-2010-72-1-165-169
Keywords: boundary element, poroelasticity, boundary integral equations, numerical inversion of integral transformations

Abstract

It is demonstrated that BE-methodology can be used for finding solutions of boundary problems of 3-D dynamic poroelasticity. A BE-methodology for numerically analyzing 1-D problems of poroelasticity is presented together with some examples of the numerical modeling.

Key words: boundary element, poroelasticity, boundary integral equations, numerical inversion of integral transformations.

Author Biography

И. C. Карелин Karelin

аспирант кафедры численного моделирования физико-механических процессов Нижегородского государственного университета имени Н.И. Лобачевского; 603950, Нижний Новгород, пр. Гагарина, 23; сл.тел. (831) 465-76-55; e-mail: igumnov@mech.unn.ru

Published
2010-12-27
Issue
No 72 (2010): Problems of strength and plasticity
Section
Articles