Structural Undamped Free Vibration Analysis Based on Coefficient Reduced-Basis Method

Yong Hong Li; Shu Zhan Li

doi:10.4028/www.scientific.net/AMM.556-562.4214

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 556-562Structural Undamped Free Vibration Analysis Based...

Structural Undamped Free Vibration Analysis Based on Coefficient Reduced-Basis Method

Abstract:

Using reduced-basis method, design parameters are needed to be separated from the linear elastic operators, which is time-consuming. So, an improved reduced-basis method - coefficient reduced-basis method is introduced to calculate the low order natural frequencies and mode shapes of structure. In this method, the computing process of design parameters separated from the linear elastic operators is simplified. In this paper, a truck frame is taken as an example, frequencies and mode shapes from coefficient reduced-basis method are obtained. Comparing with results from the finite element method, coefficient reduced-basis method can obtain accurate results efficiently.

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Periodical:

Applied Mechanics and Materials (Volumes 556-562)

Pages:

4214-4217

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.556-562.4214

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Online since:

May 2014

Authors:

Yong Hong Li*, Shu Zhan Li

Keywords:

Coefficient Reduced-Basis Method, Mode Shapes, Natural Frequency

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