摘要
分析了轴向流作用下两端简支和固支叠层板的稳定性。基于势流理论建立轴向流作用下叠层板的流固耦合系统连续型运动方程,基于有限差分法建立了流场网格和结构网格统一的离散化格式,流场势函数用板的横向振动位移变量来表示,得到关于叠层板的横向振动位移变量的控制方程。求解控制方程的广义特征值,计算分析结果表明,两端简支和两端固支模型发生屈曲失稳,且得到了屈曲失稳临界速度与叠层板的层数和无量纲板间距的关系。此外,轴向流作用下叠层板的一阶模态并不是叠层板的同相弯曲模态。
The stability of the parallel plates with simply supported （or clamped） boundary conditions in uniform axial flow were studied. Flow viscosity and elastic damping are neglected, and the flow around the plates is assumed potential. The governing equations of coupled parallel flexible plates in axial flow were derived. The finite differential method was employed to discrete the governing equation and the flow potential function. The governing equation can be expressed as the function of structural transverse vibration displacement by the matrix operations. The eigenvalue method was used to analyze the results of the coupled parallel flexible plates, the results of which show that the models with simply supported （or clamped） boundary conditions undergo buckling instability when flow velocity reaches the critical value. The effects of their relative distance and the number of plates on critical flow velocities were discussed. The first mode of the coupled parallel flexible plates is not the in-phase mode.
出处
《计算力学学报》
CAS
CSCD
北大核心
2016年第6期834-839,共6页
Chinese Journal of Computational Mechanics
基金
国家自然科学基金(11372258
11302183)
湖南省教育厅一般项目(74189)资助项目
关键词
叠层板
轴向流
横向振动
屈曲失稳
有限差分法
parallel plates
axial low
transverse vibration
buckling instability
finite differential method
