首页> 外文会议>Proceedings of the IJSSD symposium 2012 on progress in structural stability and dynamics >INSTABILITY OF VARIABLE-ARC-LENGTH ELASTICA SUBJECTED TO END MOMENT
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INSTABILITY OF VARIABLE-ARC-LENGTH ELASTICA SUBJECTED TO END MOMENT

机译:最终弯矩对可变弧长弹性的不稳定性

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This paper presents the instability of a variablearc-length elastica where one end is attached on the hinged joint and the other end is placed on the sleeve support. The friction is also introduced at the sleeve end. At the hinged end, the concentrated moment is applied to turn the elastica around the joint. The system of governing differential equations is obtained from equilibrium equations, constitutive equation and nonlinear geometric relations. To extract the behaviour of this problem, the system of differential equations needs to be integrated from one end to the other and satisfied boundary conditions. In this problem, we utilize the RungeKutta scheme as an integration tool and the shooting method plays a vital role to compute the results. The results are interpreted by using the load-deflection diagram where the stiffness of the system can be observed. From the results, it can be found that there are two equilibrium points for a given end moment that is less than its critical value. This results from the non-monotonic load-deflection curves. There is a limit load point (buckling load) for each value of frictional coefficient. Beyond the buckling load, the elastica can lose its stability. Moreover, we discovered that, with presence of the friction (i. e., dry friction), the elastica shows more stable behaviour than its counterpart without friction since the buckling load increases when the frictional coefficient increases.
机译:本文介绍了可变长度弹性体的不稳定性,其中一端连接在铰接接头上,另一端放在套筒支撑上。摩擦也会在套筒端部引入。在铰接端,施加集中力矩以使弹性围绕关节转动。从平衡方程,本构方程和非线性几何关系中获得了控制微分方程的系统。要提取此问题的行为,需要从一端到另一端以及满足边界条件的情况下,集成微分方程组。在此问题中,我们将RungeKutta方案用作集成工具,并且射击方法在计算结果中起着至关重要的作用。通过使用载荷-挠度图解释结果,可以观察到系统的刚度。从结果可以发现,对于给定的结束力矩,有两个平衡点小于其临界值。这是由非单调的载荷-挠度曲线引起的。每个摩擦系数值都有一个极限载荷点(屈曲载荷)。超过屈曲载荷,弹性体可能会失去其稳定性。此外,我们发现,在存在摩擦(即干摩擦)的情况下,弹性体比无摩擦的弹性体表现出更稳定的行为,因为当摩擦系数增加时,屈曲载荷增加。

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