Time domain BEM analysis of dynamic response of a cylinder embedded in soil with frictional slip at the interface

被引：5
|
作者：
Feng, YD [1 ]
Wang, YS [1 ]
Zhang, ZM [1 ]
机构：
[1] No Jiaotong Univ, Inst Engn Mech, Beijing 100044, Peoples R China
来源：
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2003年 / 23卷 / 04期
基金：
中国国家自然科学基金;
关键词：
elastic wave; interface; friction; contact; boundary element method;
D O I：
10.1016/S0267-7261(03)00016-2
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
A 2D time domain boundary element method (BEM) is developed to study the dynamic response of a cylinder embedded in soil. The interface is assumed in contact with Coulomb friction. For the incident wave strong enough, local slip may occur along the interface. We suppose a pressure enough high is applied on the interface so that separation is impossible. The present problem is indeed a nonlinear boundary value problem since the mixed boundary conditions involve unknown intervals (slip and stick regions). In order to determine the unknown intervals, an iterative technique is developed. As an example, we consider the scattering of a circular cylinder embedded in an infinite solid. Numerical results for the near field solutions are presented. The nonlinear nature of the system is discussed. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：303 / 311
页数：9
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