圆柱型正交各向异性曲杆在各向异性极点受力的弯曲问题  

Bending Problem for Cylindrical Orthotropic Curved Bar Subjected to the Force in Anisotropy Pole

作　　者：张明星[1] 乔乐同 吴浪[1] 

机构地区：[1]南昌大学建筑工程学院,江西南昌310031 [2]安徽水利开发股份有限公司,安徽蚌埠233010

出　　处：《江西科学》2008年第1期50-52,共3页Jiangxi Science

摘　　要：针对各向异性体在所有各个方向的弹性并不完全相同的特点,讨论了比较特殊情况下的问题,即圆柱型正交各向异性曲杆在各向异性极点受力的弯曲问题,构造了一个应力函数,给出了这类问题的一般的解法。For the problem of Anisotropy objects of all against all in the direction of flexibility is not exactly the same characteristics, compared to discuss the issue of exceptional circumstances, that is about bending problem for cyhndrical orthotropic curved bar subjected to the force in anisotropy pole, a stress function was constructed in the solution process, such problems are given the general solution.

关 键 词：圆柱型曲杆 正交各向异性 应力函数 解析解 

分 类 号：O343.8[理学—固体力学] TB3[理学—力学]