摘要
本文利用人们更容易接受的共切线法假设,对少片渐变刚度钢板弹簧进行了分析与计算。计算和测试结果表明:利用共切线法假设比目前普遍采用的共同曲率法假没更接近于实际。文中公式可以推广应用到多片渐变刚度钢板弹簧的设计与计算。
This paper analyses and calculates the less-plate leaf spring of varying stiffness with common tangent method which is more easily understadable. The results obtained show that the common tangent method is better than the common curvature method which has been used widely. The formula in this paper may also applied to multi-plate leaf spring of varying stiffness.
出处
《中北大学学报（自然科学版）》
CAS
1989年第3期47-50,共4页
Journal of North University of China(Natural Science Edition)
关键词
板簧
切线
集中载荷
leaf springs
tangents
concentrated load
