Dynamic modelling of the flat 2-D crack by a semi-analytic BIEM scheme

被引:0
|
作者
Tada, T
Madariaga, R
机构
[1] Univ Tokyo, Earthquake Res Inst, Bunkyo Ku, Tokyo 1130032, Japan
[2] Ecole Normale Super, Geol Lab, F-75231 Paris 05, France
关键词
crack dynamics; boundary integral equation method; two-dimensional; numerical stability;
D O I
10.1002/1097-0207(20010110)50:1<227::AID-NME166>3.0.CO;2-5
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We present an efficient numerical method for solving indirect boundary integral equations that describe the dynamics of a flat two-dimensional (2-D) crack in all modes of fracture. The method is based on a piecewise-constant interpolation, both in space and time, of the slip-rate function, by which-the original equation is reduced to a discrete convolution, in space and time, of the slip-rate and a set of analytically obtained coefficients. If the time-step interval is sets sufficiently small with respect to the spatial grid size, the discrete equations decouple and can be solved explicitly. This semi-analytic scheme can be extended to the calculation of the wave field off the crack plane. A necessary condition for the numerical stability of this scheme is investigated by way of an exhaustive set of trial runs for a kinematic problem. For the case investigated, our scheme is very stable for a fairly wide range of control parameters in modes LII and I, whereas, in mode II, it is unstable except for some limited ranges of the parameters. The use of Peirce and Siebrits' epsilon -scheme in time collocation is found helpful in stabilizing the numerical calculation. Our scheme also allows for variable time steps. Copyright (C) 2001 John Wiley & Sons, Ltd.
引用
收藏
页码:227 / 251
页数:25
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