Stability of Cracked Cantilevered Pipes Conveying Fluid
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摘要: 基于适用于含非材料体系统的Lagrange方程,推导出了含裂纹的悬臂输流管道的线性运动方程,方程考虑了流体在自由端以及在裂纹处对系统所做的功,含裂纹梁在裂纹处转角不连续。本文通过在无裂纹悬臂梁的模态函数中加入分段立方多项式构造了适合裂纹梁的模态函数。基于得到的方程,计算含裂纹悬臂输流管道的前三阶频率,并与已有的模型的计算结果比较,证明了本文模型的合理性。最后研究了含裂纹悬臂输流管道的稳定性,探讨了裂纹对临界流速以及发生颤振失稳对应的特征值分枝的影响。Abstract: In this article,the equations of motion for the cracked cantilevered pipe conveying fluid is derived based on the extended Lagrange equations for systems containing non-material volumes.The virtual work done by the discharged fluid and that done by the fluid at the crack position due to the geometrical dis-continuity conditions are considered in the present equations of motion.There are geometrical discontinuity conditions at the crack’s location.The mode functions which satisfy the boundary conditions and geometrical discontinuity conditions are obtained by adding polynomial functions to the modal functions of the uncracked beam.The lowest three frequencies are computed and compared with results of the model for the cracked cantilevered pipes conveying fluid in existence.That shows the present derivations are reasonable.The stability of the cracked cantilevered pipes conveying fluid is studied and the effects of the crack on the eigenvalue branches which flutter occurs in are depicted.
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Key words:
- Pipe conveying fluid /
- Open crack /
- Stability /
- Flutter /
- Critical flow velocity
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