Theoretical and experimental investigation on nonlinear dynamic of grain-beam system

被引:4
作者
Ning, Yang [1 ,2 ]
Hong, Guangyang [1 ,2 ]
Li, Jian [1 ,2 ]
Dong, Jinlu [1 ,2 ]
Yu, Aibing [3 ,4 ]
机构
[1] Northeastern Univ, Coll Sci, Key Lab Struct Dynam Liaoning Prov, Shenyang 110819, Peoples R China
[2] Northeastern Univ, Key Lab, Minist Educ Safe Min Deep Met Mines, Shenyang 110819, Peoples R China
[3] Monash Univ, Dept Chem Engn, ARC Res Hub Computat Particle Technol, Clayton, Vic 3800, Australia
[4] Monash Southeast Univ Joint Res Inst, Ctr Simulat & Modelling Particulate Syst, Suzhou, Peoples R China
基金
中国国家自然科学基金;
关键词
Grain; -beam; Discrete element method; Jamming transition; Jump phenomenon; Negative effective stiffness; ELASTIC METAMATERIAL; VIBRATIONS; PLATES; BEHAVIOR;
D O I
10.1016/j.ijmecsci.2023.108751
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
We experimentally investigated the system of a simply supported beam immersed in a granular medium, which displays jump and new peaks in its amplitude-frequency curve under harmonic excitation. The relationship between the macroscopic nonlinear response and microscopic state of the granular medium was studied using the discrete element method. Using the dynamic modulus and vibrational density of states as indicators, we show that the granular medium changes from a solid-like to liquid-like state when the frequency increases to approach the jumping point. Considering the similarity between this system and acoustic metamaterial beams, an equivalent theoretical model was established for the former. Numerical results of the theoretical model were consistent with the experimental ones. It was revealed that the new peak and jump phenomena were caused by negative equivalent mass, negative equivalent stiffness of the granular medium and abrupt change in the additional stiffness cause by the jamming transition. This theoretical model is useful for studying the nonlinear dynamic characteristics of this coupled grain-beam system.
引用
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页数:11
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