摘要
本文用混合法,分别以u,τ_(xy),τ_(xz);u,τ_(yz);ω,τ_(yz),τ_(xy);为未知数,求得三维弹性理论一般解,这些解与著名的胡海昌一般解具有同样简单的形式.
In this paper, the simplest form of general solution of Elesticity for three Dimensions ave obtained by mixed-method, In which, u, τ_(xy), τ_(xz), v, τ_(yz), τ_(yx), or w, τ_(zx), τ_(zy), are unknow functions respectively.
出处
《长春光学精密机械学院学报》
1993年第1期27-29,共3页
Journal of Changchun Institute of Optics and Fine Mechanics
