Ramezani Asghar, Alasty Aria, Akbari Javad
School of Mechanical Engineering, Sharif University of Technology, Tehran, Iran.
Nanotechnology. 2008 Jan 9;19(1):015501. doi: 10.1088/0957-4484/19/01/015501. Epub 2007 Nov 29.
In this paper the two-point boundary value problem (BVP) of the cantilever deflection at nano-scale separations subjected to van der Waals and electrostatic forces is investigated using analytical and numerical methods to obtain the instability point of the beam. In the analytical treatment of the BVP, the nonlinear differential equation of the model is transformed into the integral form by using the Green's function of the cantilever beam. Then, closed-form solutions are obtained by assuming an appropriate shape function for the beam deflection to evaluate the integrals. In the numerical method, the BVP is solved with the MATLAB BVP solver, which implements a collocation method for obtaining the solution of the BVP. The large deformation theory is applied in numerical simulations to study the effect of the finite kinematics on the pull-in parameters of cantilevers. The centerline of the beam under the effect of electrostatic and van der Waals forces at small deflections and at the point of instability is obtained numerically. In computing the centerline of the beam, the axial displacement due to the transverse deformation of the beam is taken into account, using the inextensibility condition. The pull-in parameters of the beam are computed analytically and numerically under the effects of electrostatic and/or van der Waals forces. The detachment length and the minimum initial gap of freestanding cantilevers, which are the basic design parameters, are determined. The results of the analytical study are compared with the numerical solutions of the BVP. The proposed methods are validated by the results published in the literature.
本文采用解析和数值方法研究了纳米尺度间距下悬臂梁在范德华力和静电力作用下的两点边值问题(BVP),以获得梁的失稳点。在BVP的解析处理中,利用悬臂梁的格林函数将模型的非线性微分方程转化为积分形式。然后,通过假设梁挠度的适当形状函数来计算积分,从而得到闭式解。在数值方法中,使用MATLAB BVP求解器求解BVP,该求解器采用配置法来获得BVP的解。在数值模拟中应用大变形理论来研究有限运动学对悬臂梁拉入参数的影响。通过数值方法得到了小挠度下以及失稳点处受静电力和范德华力作用的梁的中心线。在计算梁的中心线时,利用不可伸长条件考虑了梁横向变形引起的轴向位移。在静电力和/或范德华力作用下,通过解析和数值方法计算梁的拉入参数。确定了作为基本设计参数的独立悬臂梁的分离长度和最小初始间隙。将解析研究结果与BVP的数值解进行了比较。所提方法通过文献发表的结果进行了验证。