作　　者： ;

机构地区： 华南建设学院

出　　处： 《哈尔滨建筑大学学报》 1996年第4期99-104,共6页

摘　　要： 本文用作者在文献［１］中提出的推广的因次分析法推导了与文献［１］中不同的另一类楔形体的通解．该通解包含了已有的解答即楔形体在顶端受力偶的解答，给出了无限大板在一点受力偶的解答，比其它方法简单．同时，还给出了一个新问题的解答，即楔形体边界上受有与ｒ２成反比的面力的解答． This paper deduces the general solution for another kind of wedge differing from the wedge in paper [1] With the popularized dimension-analysis method in paper[1]proposed by the author. The general solution contains the existent solution i.e. the solution about the wedge subjected tO the moment on the top and gives the solution about infinite plate subjected to the moment in a point. This method is simpler than other methods. Morever, it gives the solution for a new problem i. e. the solution for the wedge with distributed load inversely propotional to r2 on the boundaries.

关 键 词： 弹性力学 应力函数 楔

领　　域： [理学] [理学]