The dynamic bending
of beams, also known as flexural vibrations of beams, was earliest investigated
by Daniel Bernoulli in the late 18th century. Bernoulli's equation of motion of
a vibrating beam tended to overrate the natural frequencies of beams and was enhanced
marginally by Rayleigh in 1877 by the adding up of a mid-plane rotation. In
1921 Stephen Timoshenko improved the theory promote by incorporating the effect
of shear on the dynamic reaction of bending beams. This allowed the theory to
be used for problems linking high frequencies of vibration where the dynamic
Euler-Bernoulli theory is insufficient. The Euler-Bernoulli and Timoshenko
theories for the dynamic bending of beams carry on to be used generally by
engineers.
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