Introduction to Mechanical Vibrations. Ronald J. Anderson
Чтение книги онлайн.

Читать онлайн книгу Introduction to Mechanical Vibrations - Ronald J. Anderson страница 16

Название: Introduction to Mechanical Vibrations

Автор: Ronald J. Anderson

Издательство: John Wiley & Sons Limited

Жанр: Физика

Серия:

isbn: 9781119053644

isbn:

СКАЧАТЬ rel="nofollow" href="#fb3_img_img_cfa7d445-634a-5fca-9fc0-918a435307f3.png" alt="equation"/>

      and

      Equation 1.56 will yield oscillating solutions (i.e. vibrations – more to come later) and Equation 1.57 will yield growing exponential solutions, showing that the system really doesn't want to stay in the unstable upright position.

      1.3.1.2 Linear EOM for the Bead on the Wire

      As we did for the simple pendulum, we let images where images is a small angle. Since images is a constant, we differentiate to find that images and images. Substituting into Equation 1.58 gives

      We use the trigonometric identities

equation equation

      along with the linearizing approximations for the small angle images

equation equation

      to get the linearized forms

equation equation

      Then, the term images which appears in Equation 1.59 can be approximated by the product of these two expressions

      (1.60)equation

      We then say that the nonlinear images term can be neglected as being negligibly small compared to the linear term images since images is a small angle. This is at the heart of the linearization process. The linearized EOM becomes

      (1.61)equation

      Now we rearrange this to separate the constant terms from the terms with images and its derivatives. The result is

      (1.62)equation

      It remains to pick a suitable equilibrium state from the three we found in Subsection 1.2.2. Of these, the most interesting is the one where the bead is not below or above point images. That is, consider the case where

equation

      With a little effort and use of one trigonometric identity, you can show that the linear equation of motion about this state can be written as

      1.3.2 Nonlinear Structural Elements