Large deflection and post-buckling analysis of non-linearly elastic rods by wavelet method. (January 2016)

• Record Type: Journal Article
• Authors: Zhang, Lei; Wang, Jizeng; Zhou, You-He
• Is Part Of: International journal of non-linear mechanics. Volume 78(2016)
• Page Start: 45
• Page End: 52
• Publication Date: 2016-01
• Subjects: Wavelet Galerkin method -- Large deflection -- Post-buckling analysis -- Non-linearly elastic rod -- Ludwick constitutive law; Nonlinear mechanics -- Periodicals; Mécanique non linéaire -- Périodiques; Nonlinear mechanics; Periodicals; 531
• DOI: 10.1016/j.ijnonlinmec.2015.10.002
• Languages: English
• ISSNs: 0020-7462

Abstract

Abstract: We propose a wavelet method in the present study to analyze the large deflection bending and post-buckling problems of rods composed of non-linearly elastic materials, which are governed by a class of strong non-linear differential equations. This wavelet method is established based on a modified wavelet approximation of an interval boundedL 2 -function, which provides a new method for the large deflection bending and post-buckling problems of engineering structures. As an example, in this study, we considered the rod structures of non-linear materials that obey the Ludwick and the modified Ludwick constitutive laws. The numerical results for both large deflection bending and post-buckling problems are presented, illustrating the convergence and accuracy of the wavelet method. For the former, the wavelet solutions are more accurate than the finite element method and the shooting method embedded with the Euler method. For the latter, both bifurcation and limit loads can be easily and directly obtained by solving the extended systems. On the other hand, for the shooting method embedded with Runge–Kutta method, to obtain these values usually needs to choose a good starting value and repeat trial solutions many times, which can be a tough task. Highlights: A wavelet method for non-linearly elastic problem of beams and rods is proposed. Non-linearity in quasi-linear differential equations can be treated convenient. Convergence and good accuracy of numerical solutions are demonstrated. Both bifurcation and limit loads can be obtained easily and accurately.