Affiliation:
1. School of Mechanics and Engineering Southwest Jiaotong University Chengdu China
2. Rail Transit Digital Construction and Measurement Technology, National Engineering Laboratory China Railway Design Corporation Tianjin China
Abstract
This paper presents a nonlinear model for analyzing the behavior of functionally graded material Euler‐Bernoulli thin‐walled beams with varying cross‐sections, while considering periodic perturbations in the rotating speed. The study focuses on an analytical exploration of the natural frequency and amplitude frequency response associated with the nonlinear parametric vibrations within this system. Initially, the governing differential equations for the transverse vibrations of the beams are derived through Hamiltonian principle. Subsequently, the perturbation method is employed to solve the established equations, and Galerkin method is adopted to determine the mode shapes and frequencies. Furthermore, this research extensively examines the influence of significant parameters on the vibration characteristics of the system.
Funder
Fundamental Research Funds for the Central Universities
National Natural Science Foundation of China
Subject
General Engineering,General Mathematics
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献