平面连杆机构动态静力分析的有序单开链法

A New Method of Kinetostatic Analysis of Planar Linkages-The Ordered Single Opened Chains Method

任意一个复杂平面机构都可分解成结构因子为的有序单开链。在预先求解出共Ｋ个结构因子为的单开链上的约束反力之后，将复杂机构的力分析简化为一系列的易解双杆组的力分析，从而极大地简化了复杂多杆机构的动态静力分析过程，并可由计算机自动完成整个求解过程。

Any Complex planar linkage can be decomposed into a series of the ordered single opened chains with the structure factors, respectively.After obtaining the reactions in the single opened chains with the structure factor the remained reactions of the linkage can be easily obtained by solving the dyad.