摘要
本文根据应力波理论结合工程实际中两杆弹性碰撞的一般情况,详细导出了计算冲击能量的普遍式;指出了现行计算式(由ISO2787-1984(E)附录C提供)的不当之处,并给出了在不同参数情况下的修正系数。可供下届标准制定时参考。
According to the theory of stress wave and combining the general condition of two columns elasticimpact in the engineering practice, this paper gets the general formula for caculating impact energy;the inaccuracy of present formula(provided by the appendix C of ISO2787-1984(E))is pointed out ,and the correction cofficient with different parameter is also given.This can be refered to in the next conference to formulate the standard.
出处
《应用力学学报》
CAS
CSCD
北大核心
1995年第2期139-142,共4页
Chinese Journal of Applied Mechanics