Parametric Instability of Tapered Beams by Finite Element Method

P. K. Datta, S. Chakraborty
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引用次数: 11

Abstract

The dynamic stability behaviour of a tapered beam has been studied using a finite element analysis. The instability zones of the parametric stability diagram have been discussed for the entire ranges of static and dynamic load factors. It has been observed that at high values of static load and beyond a particular value of the dynamic load factor, the periodic solution of the Mathieu equation does not exist in the principal region. This leads to unstable behaviour due to large displacement of the beam due to increasing values of static and dynamic load factors.
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锥形梁的参数失稳有限元法
本文采用有限元方法研究了锥形梁的动力稳定特性。讨论了静、动荷载系数全范围内参数稳定图的失稳区。在高静荷载和超过动荷载系数的某一特定值时,Mathieu方程的周期解在主区不存在。这导致不稳定的行为,由于大位移梁由于增加的静态和动态载荷系数的值。
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