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首页> 外文期刊>Journal of Sound and Vibration >Non-linear vibrations of a slightly curved beam resting on a non-linear elastic foundation
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Non-linear vibrations of a slightly curved beam resting on a non-linear elastic foundation

机译:置于非线性弹性基础上的微弯曲梁的非线性振动

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In this study, non-linear vibrations of slightly curved beams are investigated. The curvature is taken as an arbitrary function of the spatial variable. The initial displacement is not due to buckling of the beam, but is due to the geometry of the beam itself. The ends of the curved beam are on immovable simple supports and the beam is resting on a non-linear elastic foundation. The immovable end supports result in the extension of the beam during the vibration and hence introduces further non-linear terms to the equations of motion. The integro-differential equations of motion are solved analytically by means of direct application of the method of multiple scales (a perturbation method). The amplitude and phase modulation equations are derived for the case of primary resonances. Both free and forced vibrations with damping are investigated. Effect of non-linear elastic foundation as well as the effect of curvature on the vibrations of the beam are examined. It is found that the effect of curvature is of softening type. For sufficiently high values of the coefficients, the elastic foundation may suppress the softening behaviour resulting in a hardening behaviour of the non-linearity. (C) 1998 Academic Press Limited. [References: 19]
机译:在这项研究中,研究了微弯曲梁的非线性振动。曲率被视为空间变量的任意函数。初始位移不是由于梁的屈曲,而是由于梁本身的几何形状。弯曲梁的末端位于固定的简单支撑上,梁位于非线性弹性基础上。不可移动的端部支撑导致梁在振动过程中伸展,从而将其他非线性项引入运动方程。积分微分运动方程通过直接应用多尺度方法(一种扰动方法)进行解析求解。对于初级谐振,推导了振幅和相位调制方程。研究了带有阻尼的自由振动和强制振动。研究了非线性弹性基础的影响以及曲率对梁振动的影响。发现曲率的影响是软化类型的。对于足够高的系数值,弹性基础可以抑制软化行为,从而导致非线性的硬化行为。 (C)1998 Academic Press Limited。 [参考:19]

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