journal article·2022-07-02Open access

The Approximate Solution of Nonlinear Flexure of a Cantilever Beam with the Galerkin Method

Jun Zhang, Rongxing Wu, Ji Wang, Tingfeng Ma, Lihong Wang

Applied Sciences· Volume 12· Issue 13

Abstract

For the optimal design and accurate prediction of structural behavior, the nonlinear analysis of large deformation of elastic beams has broad applications in various engineering fields. In this study, the nonlinear equation of flexure of an elastic beam, also known as an elastica, was solved by the Galerkin method for a highly accurate solution. The numerical results showed that the third-order solution of the rotation angle at the free end of the beam is more accurate and efficient in comparison with results of other approximate methods, and is perfectly consistent with the exact solution in elliptic functions. A general procedure with the Galerkin method is demonstrated for efficient solutions of nonlinear differential equations with the potential for adoption and implementation in more applications.
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Research context

OpenAlex topics: Composite Structure Analysis and Optimization · Vibration and Dynamic Analysis · Fractional Differential Equations Solutions

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Piezoelectric Device Laboratory, School of Mechanical Engineering and Mechanics, Ningbo University, 818 Fenghua Road, Ningbo 315211, China

Institute of Applied Mechanics, Ningbo Polytechnic, 1069 Xinda Road, Beilun District, Ningbo 315800, China

School of Mathematics and Statistics, Ningbo University, 818 Fenghua Road, Ningbo 315211, China

Funding

National Natural Science Foundation of China · Technology Innovation 2025 Program

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