A combined application of boundary-element and Runge-Kutta methods in three-dimensional elasticity and poroelasticity

被引:2
作者
Igumnov, Leonid [1 ]
Ipatov, Aleksandr [1 ]
Belov, Aleksandr [1 ]
Petrov, Andrey [1 ]
机构
[1] Lobachevsky State Univ Nizhni Novgorod, Res Inst Mech, 23 Prospekt Gagarina,Bld 6, Nizhnii Novgorod 603950, Russia
来源
DYMAT 2015 - 11TH INTERNATIONAL CONFERENCE ON THE MECHANICAL AND PHYSICAL BEHAVIOUR OF MATERIALS UNDER DYNAMIC LOADING | 2015年 / 94卷
关键词
CONVOLUTION QUADRATURE; EQUATIONS;
D O I
10.1051/epjconf/20159404026
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The report presents the development of the tune-boundary element methodology and a description of the related software based on a stepped method of numerical inversion of the integral Laplace transform in combination with a family of Runge-Kutta methods for analyzing 3-D mixed initial boundary-value problems of the dynamics of inhomogeneous elastic and poro-clastic bodies. The results of the numerical investigation are presented. The investigation methodology is based on direct approach boundary integral equations of 3-D isotropic linear theories of elasticity and poroelasticity in Laplace transforms. Poroelastic media are described using Biot models with four and five base functions. With the help of the boundary-element method, solutions in time are obtained, using the stepped method of numerically inverting Laplace transform on the nodes of Runge-Kutta methods. The boundary-element method is used in combination with the collocation method, local element-by element approximation based on the matched interpolation model. The results of analyzing wave problems of the effect of a non-stationary force on elastic and poroelastic finite bodies, a poroelastic half-space (also with a fictitious boundary) and a layered half-space weakened by a cavity, and a half-space with a trench are presented. Excitation of a slow wave in a poroelastic medium is studied, using the stepped BEM-scheme on the nodes of Runge-Kutta methods.
引用
收藏
页数:6
相关论文
共 9 条
[1]   Runge-Kutta convolution quadrature for the Boundary Element Method [J].
Banjai, Lehel ;
Messner, Matthias ;
Schanz, Martin .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 245 :90-101
[2]   Runge-Kutta convolution quadrature methods for well-posed equations with memory [J].
Calvo, M. P. ;
Cuesta, E. ;
Palencia, C. .
NUMERISCHE MATHEMATIK, 2007, 107 (04) :589-614
[3]  
Goldshteyn R. V., 1978, METOD GRANICHNYH INT, P183
[4]  
Igumnov L. A., 2008, METODY GRANICHNYH IN
[5]   Time domain boundary element formulation for partially saturated poroelasticity [J].
Li, Peng ;
Schanz, Martin .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2013, 37 (11) :1483-1498
[6]  
LUBICH C, 1993, MATH COMPUT, V60, P105, DOI 10.1090/S0025-5718-1993-1153166-7
[7]  
Schanz M., 2011, GEOPHYS J INT, V53
[8]  
Schanz M., 2001, WAVE PROPAGATION VIS
[9]  
[No title captured]