摘要
推导出了弹性地基输流管道的固_液耦合振动微分方程 ,用幂级数法计算了Winkler模型地基和双参数模型地基输流管道的临界流速和复频率 ,分析了弹性地基对输流管道静力稳定性与动力稳定性的影响· 结果表明 ,与不考虑弹性地基的情况相比较 ,弹性地基的作用可使管道发生静力失稳和动力失稳的临界流速增大 ,并且增大弹性地基参数可提高静力失稳和动力失稳的临界流速 ,从而推迟发散与颤振的发生· 当质量比 β较大时 ,管道会在某个地基参数组合下 ,在发生静力失稳后 ,会在较高流速下出现再稳定和再发散现象 ,然后发生耦合模态颤振·
The governing equation of solid_liquid couple vibration of pipe conveying fluid on the elastic foundation was derived. The critical velocity and complex frequency of pipe conveying fluid on Winkler elastic foundation and two_parameter foundation were calculated by power series method. Compared with pipe without considering elastic foundation, the numerical results show that elastic foundation can increase the critical flow velocity of static instability and dynamic instability of pipe. And the increase of foundation parameters may increase the critical flow velocity of static instability and dynamic instability of pipe, thereby delays the occurrence of divergence and flutter instability of pipe. For higher mass ratio β, in the combination of certain foundation parameters, pipe behaves the phenomenon of restabilization and redivergence after the occurrence of static instability, and then coupled_mode flutter takes place.
出处
《应用数学和力学》
EI
CSCD
北大核心
2000年第10期1060-1068,共9页
Applied Mathematics and Mechanics
关键词
弹性地基
输流管道
耦合模态颤振
稳定性
幂级数法
elastic foundation
pipe conveying fluid
coupled_mode flutter
stability
power series method
