摘要
采用直接积分法确定弹性连杆机构的稳态响应．从而避开了弹性连杆机构ＫＥＤ分析过程中求解特征值问题．这不失为一种直接获得弹性连杆机构动态响应和机构真实运动轨迹的迅捷方法．并从能量考虑讨论了算法的稳定性．
in order to avoid solving the eigenvalue problem in KED analysis procedure. the direct numerical integration method was applied to obtain the steady state response of mechanisms with elastic links. This is a foster calculating method to directly obtain response of elastic mechanisms and really kinematic loci of mechanisms. And the stability of the method was discused by use of the energy of the system.
出处
《燕山大学学报》
CAS
1995年第2期162-167,共6页
Journal of Yanshan University
