摘要
本文将奇异函数引入初参数法 ,并应用于计算变截面杆的弯曲变形 ,计算时只需对外力和内力做相应的修正。算例表明 。
The paper lead strange function into the first parameter, and used for calculation of flexural deformation of variable cross-section rob. When the calculation, the outside force and internal force were only modified accordingly. The example show that the method is simple and practicality.
出处
《东北公路》
北大核心
2000年第1期55-57,共3页
Northeastern Highway
关键词
弯曲变形
变截面杆
初参数法
外力
内力
修正
Flexural deformation Variable Cross-Section Rob First Parameter