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摘要:
Based on the Euler-Bernoullibeam theory, the dynamical model of the disordered two-span beam is established. The dynamical equation is solved by using the modal superposition method, and the frequency equation of the two-span beam is obtained according to the boundary conditions. From the frequency equation, the natural frequencies of the two-span beam are solved, and the time-history response curves of the two-span beam are further obtained. Considering the structural size disorder resulted from the two different span lengths of the two-span beam, we analyzed the influences of the different span length ratios on the vibration characteristics of the structure. By comparing the results from theoretical calculation with those from the commercial software Ansys and experiments, good agreement is obtained. The research results of this paper can be of great important on the dynamical analysis and design of disordered two-span beams in practical engineering fields. © 2017, Nanjing Univ. of Aeronautics an Astronautics. All right reserved.
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来源 :
Journal of Vibration Engineering
ISSN: 1004-4523
年份: 2017
期: 1
卷: 30
页码: 149-154
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