A closed form solution for non-linear deflection of non-straight ludwick type beams using lie symmetry groups

被引:0
作者
Changizi M.A. [1 ]
Sahin D.E. [2 ]
Stiharu I. [3 ]
机构
[1] Knowledge Engineering, Intelliquip Co, 3W Broad St, Bethlehem, 18018, PA
[2] Bozok University, Department of Mechanical Engineering, Yozgat
[3] Concordia University, Department of Mechanical and Industrial Engineering, 1455 De Maisonneuve Blvd. W, Montreal, H3G 1M8, QC
来源
International Journal of Mechatronics and Applied Mechanics | 2018年 / 2018卷 / 03期
关键词
Lie group symmetry; Ludwick material; Micro-cantilever beams; Non-linear deflection;
D O I
10.1007/978-3-319-96358-7_12
中图分类号
学科分类号
摘要
Micro Electro Mechanical Systems (MEMS) have found a large range of applications over the recent years. One of the prodigious application of micro-cantilever beams that is in use is represented by AFM probes (Atomic Force Microscopy). The AFM principle is based on the real-time measurement of the deflection of a micro-beam while following a surface profile. Hence, the prior knowledge of the deflection of beams has been of great interest to designers. Although both analytical and numerical solutions have been found for specific type of loads, there is no general solution specifically formulated for micro-cantilever beams that are not geometrically perfectly straight. Hence, the problem has not been specifically considered so far. The current work presents an analytical method based on Lie symmetry groups. The presented method produces an exact analytical solution for the deflection of Ludwick type beams subjected to any point load for non-straight beams. The Lie symmetry method is used to reduce the order of the Ordinary Differential Equation (ODE) and formulate an analytical solution of the deflection function. The result is compared with an analytical solution for a particular case that is available in the open literature. It was found that the two results coincide. © 2018, Cefin Publishing House. All rights reserved.
引用
收藏
页码:163 / 169
页数:6
相关论文
共 19 条
[1]  
Brojan M., Videnic T., A.O. Large deflections of nonlinearly elastic non-prismatic cantilever beams made from materials obeying the generalized Ludwick constitutive law, Meccanica, 44, pp. 733-739, (2009)
[2]  
Bisshopp K.E., Drucker D.C., Large deflection of cantilever beams, Quarterly of Applied Mathematics, 3, 3, pp. 272-275, (1945)
[3]  
Wang T.M., Lee S.L., Zienkiewicz O.C., A numerical analysis of large deflections of beams, International Journal of Mechanical Sciences, 3, 3, pp. 219-228, (1961)
[4]  
Kemper J.D., Large deflections of tapered cantilever beams, International Journal of Mechanical Sciences, 10, 6, pp. 469-478, (1968)
[5]  
Lewis G., Monasa F., Large deflections of cantilever beams of non-linear materials of the Ludwick type subjected to an end moment, International Journal of Non-Linear Mechanics, 17, 1, pp. 1-6, (1982)
[6]  
Monasa F., Lewis G., Large deflections of point loaded cantilevers with nonlinear behaviour, Zeitschrift für Angewandte Mathematik Und Physik (ZAMP), 34, 1, pp. 124-130, (1983)
[7]  
Ang M.H., Wei W., Teck-Seng L., On the estimation of the large deflection of a cantilever beam, Industrial Electronics, Control, and Instrumentation, 1993, Proceedings of the IECON'93., International Conference On. IEEE, (1993)
[8]  
Lee K., Large deflections of cantilever beams of non-linear elastic material under a combined loading, International Journal of Non-Linear Mechanics, 37, 3, pp. 439-443, (2002)
[9]  
Belendez T., Neipp C., Belendez A., Large and small deflections of a cantilever beam, European Journal of Physics, 23, (2002)
[10]  
Dado M., Al-Sadder S., A new technique for large deflection analysis of non-prismatic cantilever beams, Mechanics Research Communications, 32, 6, pp. 692-703, (2005)