共查询到17条相似文献,搜索用时 324 毫秒
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非线性粘弹性桩耦合运动中的混沌分析 总被引:1,自引:1,他引:1
研究轴向周期载荷作用下非线性粘弹性桩纵横向耦合运动中的混沌运动。桩体材料满足Leaderman非线性粘弹性本构关系和近似的非线性几何关系,考虑桩体发生纵横向运动的耦合,得到的方程为耦合的非线性偏微分一积分方程;利用Galerkin方法将方程简化并进行数值计算,揭示非线性粘弹性桩的混沌运动和分岔等动力学行为。 相似文献
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在水平井钻井过程中,钻柱由于受压很容易发生横向振动,引发钻柱失效、井眼扩径等严重事故。该文将受压柔性旋转钻柱简化为柔性旋转梁,将钻柱受到的复杂载荷简化到柔性旋转梁系统中,基于vonKarman理论建立了柔性钻柱的动力学方程,再利用Galerkin法离散偏微分方程,得到了钻柱的非线性控制方程,并且利用多尺度法得到了平均方程。运用非线性动力学的方法分析柔性旋转梁在共振情况下的复杂动力学响应,得出系统中钻柱旋转角速度对非线性动力学响应的变化规律。研究结果可为水平井钻井过程中减少钻柱失效、提高钻速和降低钻井成本提供参考。 相似文献
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由于功能梯度材料结构沿厚度方向的非均匀材料特性,使得夹紧和简支条件的功能梯度梁有着相当不同的行为特征。该文给出了热载荷作用下,功能梯度梁非线性静态响应的精确解。基于非线性经典梁理论和物理中面的概念导出了功能梯度梁的非线性控制方程。将两个方程化简为一个四阶积分-微分方程。对于两端夹紧的功能梯度梁,其方程和相应的边界条件构成微分特征值问题;但对于两端简支的功能梯度梁,由于非齐次边界条件,将不会得到一个特征值问题。导致了夹紧与简支的功能梯度梁有着完全不同的行为特征。直接求解该积分-微分方程,得到了梁过屈曲和弯曲变形的闭合形式解。利用这个解可以分析梁的屈曲、过屈曲和非线性弯曲等非线性变形现象。最后,利用数值结果研究了材料梯度性质和热载荷对功能梯度梁非线性静态响应的影响。 相似文献
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根据连轧机轧制过程中带钢与轧辊的运动机理,将相邻两机架间的带钢简化为轴向运动的Euler梁,轧辊简化为定轴转动的惯性元件,建立Euler梁在惯性边界下的非线性振动力学模型。基于哈密顿原理建立轴向运动Euler梁的纵向和横向非线性振动微分方程,利用Kantorovich时间平均法简化运动方程和边界条件,并采用修正迭代法求解运动方程。最后通过数值计算获得了Euler梁非线性振动的幅频响应曲线,并讨论惯性边界条件下的轴向运动速度、长度和轧辊的转动惯量对Euler梁振动特性的影响。研究结果可为控制和分析连轧过程中带钢垂直振动提供重要的理论参考。 相似文献
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建立了大变形细长空间梁的几何非线性动力学模型,并通过动力学实验验证建模理论的正确性。首先用曲梁中线上任意一点的3个绝对位置坐标和横截面的3个姿态角描述横截面的位置和姿态,建立了应变和曲率与位置坐标、姿态角的关系,在此基础上基于中线切线与横截面法线重合的假设,对节点广义坐标进行缩减,简化了动力学模型。用虚功原理建立了大变形细长空间梁的动力学方程,将该方法的计算时间与现有大型工程软件(LS-DYNA)进行比较,验证了方法的有效性。引入运动学约束方程,建立了气浮台和柔性空间梁系统的多体系统动力学方程。在大变形情况下,开展了气浮台和柔性空间梁系统的刚-柔耦合动力学实验,验证了几何非线性空间梁动力学模型的准确性。 相似文献
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纵向振动粘弹性桩的分叉和混沌运动 总被引:1,自引:3,他引:1
研究了轴向周期载荷作用下非线性粘弹性嵌岩桩纵向振动的混沌运动。假定桩和土体分别满足Leaderman非线性粘弹性本构关系和线性粘弹性本构关系,得到的运动方程为非线性积分-偏微分方程;利用Galerkin方法将方程简化,并进行了数值计算。数值结果表明纵向振动的非线性粘弹性桩可以通过准周期分叉的方式进入混沌运动。 相似文献
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Jian Zhao Jianyuan Jia Hongxi Wang Wanli Li 《IEEE sensors journal》2007,7(8):1102-1109
Based on the postbuckling theory of large deflection beams, the nonlinear stiffness of a postbuckling beam is deduced and in agreement with the results of buckling experiments. Then, a novel post machined threshold accelerometer is designed, which consists of eight oblique post beams with an inertial mass in the middle to ensure its single moving direction and an electrical contact part fabricated on the bottom of the inertial mass. The threshold accelerometer is an integration of a threshold sensor and an inertial driven actuator used in airbag restraint systems. When the acceleration reaches the threshold, the beams buckle and close the threshold accelerometer, and when it gets down to be a certain value, the accelerometer opens quickly under the effect of the elastic force developed by the postbuckling beams. Compared with the design models of other threshold accelerometers with linear beam structures, the nonlinear postbuckling beams are introduced as threshold sensing elements. A number of design factors such as the air film damping and the contact force are taken into full consideration, thus establishing the dynamic equation of the accelerometer under coupled forces. The dynamical simulation for the strong nonlinear system with elliptic integrals indicates its good threshold characteristic and high contact reliability. The threshold accelerometer responds within 4 ms when it is triggered by a threshold acceleration ac = 20 g, and cuts off quickly when the cutoff acceleration is under ad = 5 g. Meanwhile, the unstable contact time is only 0.02 ms for the contact force to reach 50 mN, which guarantees the contact resistance to be less than 20 mOmega. With the results of the dynamic simulation, supported by previous buckling experiments, the accelerometer can provide accurate threshold sensing without false actuations under interferences outside, especially electromagnetic and vibration interferences, and hence their wide applications in safe-arming systems. 相似文献
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Multiple time scale solutions are presented to study the nonlinear forced vibration of a beam made of symmetric functionally graded (FG) materials based on Euler?CBernoulli beam theory and von Kármán geometric nonlinearity. It is assumed that material properties follow either exponential or power law distributions through the thickness direction. A Galerkin procedure is used to obtain a second-order nonlinear ordinary equation with cubic nonlinear term. The natural frequencies are obtained for the nonlinear problem. The effects of material property distribution and end supports on the nonlinear dynamic behavior of FG beams are discussed. Also, forced vibrations of the system in primary and secondary resonances have been studied, and the effects of different parameters on the frequency-response have been investigated. 相似文献
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In this article, we present the nonlocal, nonlinear finite element formulations for the case of nonuniform rotating laminated nano cantilever beams using the Timoshenko beam theory. The surface stress effects are also taken into consideration. Nonlocal stress resultants are obtained by employing Eringen’s nonlocal differential model. Geometric nonlinearity is taken into account by using the Green Lagrange strain tensor. Numerical solutions of nonlinear bending and free vibration are presented. Parametric studies have been carried out to understand the effect of nonlocal parameter and surface stresses on bending and vibration behavior of cantilever beams. Also, the effects of angular velocity and hub radius on the vibration behavior of the cantilever beam are studied. 相似文献