摘要
两端铰支杆在纵、横载荷作用下自由振动频率与临界力的关系式为ω~2=ω_0~2[1-(ρ/ρ_0)]。利用能量原理证明杆件在其他约束时也符合上述关系。同时证明上述关系亦适用于板和扁壳等工程中的常见结构。从而得到确定弹性系统临界力振动法的一般表达式。
Based on the relationship between free vibrational frequency and critical force ω=ω_0~2(1-ρ/ρ_0) for two-end-pinned rod with a vertical or horizontal force ap- Plied and with energy theory, it is found that the formula is also suitable for other con- straint conditions of rod. Meanwhile, further studies show that the formula gets good result in common engrneering structures such as flat and shallow shell etc.
关键词
临界力
频率
振动
稳定性
弹性系统
elasticity
critical force
frequency
vibration
stability