Free and Forced Vibrations of an Undamped Double-Beam System Carrying a Tip Mass with Rotary Inertia

2022 ◽  
Vol 148 (2) ◽  
Author(s):  
Xiaojun Fang ◽  
Hong Hao ◽  
Kaiming Bi
2011 ◽  
Vol 81 (12) ◽  
pp. 1993-2005 ◽  
Author(s):  
Vladimir Stojanović ◽  
Predrag Kozić ◽  
Ratko Pavlović ◽  
Goran Janevski

2016 ◽  
Vol 2016 ◽  
pp. 1-10 ◽  
Author(s):  
Yi-Xin Huang ◽  
Hao Tian ◽  
Yang Zhao

The dynamic effects of cable attachment on a cantilever beam with tip mass are investigated by an improved Chebyshev spectral element method. The cabled beam is modeled as a double-beam system connected by springs at several discrete locations. By utilizing high order Chebyshev polynomials as basis functions and meshing the system at the locations of connections, precise numerical results of the natural frequencies and mode shapes can be obtained using only a few elements. The accuracy of this method is validated through comparing the results of finite element method and those of spectral element method in literature. The validated method is implemented to investigate the effects of parameters, including spring stiffness, number of connections, density, and Young’s modulus of cable. The results show that the mode shapes of the cabled beam system can be classified into two types: beam mode shapes and cable mode shapes, according to their main deformation. Their corresponding natural frequencies change in very different ways with the variation of system parameters. This work can be applied to optimize the dynamic characteristics of precise spacecraft structures with cable attachments.


1983 ◽  
Vol 26 (221) ◽  
pp. 1936-1942 ◽  
Author(s):  
Tadataka R. HAMADA ◽  
Hidetaro NAKAYAMA ◽  
Kunio HAYASHI

2011 ◽  
Vol 471-472 ◽  
pp. 616-621 ◽  
Author(s):  
Alireza Shooshtari ◽  
Soheil Razavi ◽  
Hadi Ghashochi Bargh ◽  
Mohammad Homayoun Sadr-Lahidjani

In this paper, free and forced vibrations of symmetric laminated composite plates are studied analytically by using a perturbation method where the analytical results for transverse displacement are compared with the numerical results. The external force is taken to be harmonic in time and having uniform amplitude.


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