Abstract
In this paper the governing differential equations for coupled bending and torsional vibrations of a uniform beam possessing no cross sectional symmetry have been solved in an exact sense. A compact program is also presented using the modern computer algebra system Mathematica. Numerical results are given for a representative beam under a variety of boundary conditions.
Cite
CITATION STYLE
APA
Tanaka, M., & Bercin, A. N. (1999). Free vibration solution for uniform beams of nonsymmetrical cross section using Mathematica. Computers and Structures, 71(1), 1–8. https://doi.org/10.1016/S0045-7949(98)00236-3
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