摘要
本文用非线性Rayleigh阻尼描述破裂初期有激发使破裂加速至最大破裂速度后变为衰减至运动停止的Ⅲ型断裂动力学,得出问题的解析解,采用Galileo变换把固定坐标变为动坐标,用动坐标的Fourier级数把控制方程的非线性偏微分方程约化为非线性常微分方程组,再用逐次逼近法。
In this paper, the nonlinear damping which depicts the exciting process on the initial stage is adopted. After the rupture velocity reaches its maxium value, decaying process succeeds.We obtain the analytical solution for the mode Ⅲ dynamic rupture subjected to the nonlinear Rayleigh damping. First, the Galileo transformation is adopted to transform the fixed coordinates into moving coordinates.Then the unknown function is assumed to be Fourier series in moving coordinates with coefficient as functions of time variable only. Applying the orthognality of Fourier series, the nonlinear PDE of the governing equation is reduced into two infinite systems of nonlinear ODEs. By successive approximation method, the analytical solution is obtained.
出处
《工程力学》
EI
CSCD
北大核心
1997年第2期52-58,共7页
Engineering Mechanics
基金
云南省教委1996年科研基金
关键词
Ⅲ型断裂动力学
非线性阻尼
解析解
mode Ⅲ dynamic rupture, nonlinear damping, analytical solution