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相图
Timoshenko梁理论
离散化
非线性系统
梁(结构)
刚度矩阵
刚度
有限元法
数学分析
线性化
快速傅里叶变换
声学
呼吸
结构工程
物理
数学
工程类
算法
分叉
解剖
医学
量子力学
作者
Chenxi Wei,Xinchun Shang
标识
DOI:10.1016/j.jsv.2019.114901
摘要
Abstract The nonlinear behaviors of breathing cracked beam vibration are investigated. A continuous model based on Timoshenko beam theory is established, whose breathing effect is described by signal function in mathematics to simulate bilinear stiffness. A semi-analytical approach to solve the problem is developed by spatial difference discretization and transfer matrix method, in which local linearization and the Pade approximation are employed. The numerical results of validated examples have good agreement with experiments and FEM. As a typical indicator to breathing crack, the super-resonance responses under harmonic and fast frequency-sweep excitation are analyzed, such as waveforms, phase portraits and FFT results.
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