Vibration of Beam by finite element method and Newmark

Vibration of Beam is solved by finite elelment method for the space domain and Newmark method in the time domain
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Updated 26 Nov 2019

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Solve the vibration of Euler-Bernoulli beam (including calmped-free and simply-supported).
First the finite element method is used to discretize the domain and produce a linear second-order ODE
Then the ODE is numerically integrated in time domain by Newmark method

Cite As

zhanchao huang (2024). Vibration of Beam by finite element method and Newmark (https://www.mathworks.com/matlabcentral/fileexchange/71645-vibration-of-beam-by-finite-element-method-and-newmark), MATLAB Central File Exchange. Retrieved .

MATLAB Release Compatibility
Created with R2019a
Compatible with any release
Platform Compatibility
Windows macOS Linux
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Version Published Release Notes
1.0.6

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1.0.5

add version for general boundary condiitons (translational nad rotational spring)

1.0.4

add an expamle of external forces

1.0.3

i don't know how to upload multiple files

1.0.2

add some comments

1.0.1

add some comments

1.0.0