Structural health monitoring through nonlinear frequency-based approaches for conservative vibratory systems

被引:8
作者
Bayat, M.
Pakar, I [1 ]
Ahmadi, H. R. [2 ]
Cao, M. [3 ,4 ]
Alavi, A. H. [5 ]
机构
[1] Shomal Univ, Fac Engn, Dept Civil Engn, Amol, Mazandaran, Iran
[2] Univ Maragheh, Fac Engn, Dept Civil Engn, POB 55136-553, Maragheh, Iran
[3] Jiangxi Univ Sci & Technol, Jiangxi Prov Key Lab Environm Geotech Engn & Disa, Ganzhou 341000, Jiangxi, Peoples R China
[4] Hohai Univ, Dept Engn Mech, Nanjing 210098, Jiangsu, Peoples R China
[5] Asia Univ, Dept Comp Sci & Informat Engn, Taichung, Taiwan
关键词
Hamiltonian Approach (HA); nonlinear vibration; analytical solution; Runge-Kutta's algorithm; PERIODIC-SOLUTION; ELEMENT; BEAMS;
D O I
10.12989/sem.2020.73.3.331
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes a new approximate analytical solution for highly nonlinear vibration of mechanical systems called Hamiltonian Approach (HA) that can be widely use for structural health monitoring systems. The complete procedure of the HA approach is studied, and the precise application of the presented approach is surveyed by two familiar nonlinear partial differential problems. The nonlinear frequency of the considered systems is obtained. The results of the HA are verified with the numerical solution using Runge-Kutta's [RK] algorithm. It is established the only one iteration of the HA leads us to the high accurateness of the solution.
引用
收藏
页码:331 / 337
页数:7
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