Numerically Stable form of Green’s Function for a Free-Free Uniform Timoshenko Beam

Numerically Stable form of Green’s Function for a Free-Free Uniform Timoshenko Beam

Beam models are widely applied in civil engineering, transport, and industry because the beams are basic structural elements. When dealing with the high-order modes of beam in the context of applying the modal analysis method, the numerical instability issue affects the numeric simulation accuracy i...

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Bibliographic Details
Main Author: Traian Mazilu
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Mathematics
Subjects:
Green’s function
hyperbolic function
exponential function
differential operator
numerical instability
free-free Timoshenko beam
Online Access:https://www.mdpi.com/2227-7390/11/1/86

Internet

https://www.mdpi.com/2227-7390/11/1/86

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