Название: Introduction to Mechanical Vibrations
Автор: Ronald J. Anderson
Издательство: John Wiley & Sons Limited
Жанр: Физика
isbn: 9781119053644
isbn:
1.3 Linearization
There two types of nonlinearities that we will often be required to deal with. They are (1) geometric nonlinearities and (2) structural nonlinearities. Geometric nonlinearities arise from trigonometric functions of large angles and structural nonlinearities are due to the inherent nonlinear stiffness (i.e. force versus deflection characteristic) of materials for large deflections.
1.3.1 Geometric Nonlinearities
Both the simple pendulum with the EOM (Equation of Motion)
(1.49)
and the bead on a rotating wire with the EOM
(1.50)
have geometric nonlinearities arising from the sine and cosine terms. They will both be addressed in the following, starting with the simple pendulum.
1.3.1.1 Linear EOM for a Simple Pendulum
The nonlinear differential equation of motion for the pendulum (Equation 1.44) is valid for any range of motion. The difficulty is that we can't solve nonlinear differential equations without resorting to numerical methods. We get around this problem by linearizing the differential equation because we have had courses on how to solve linear differential equations.
To do this, we consider small motions near the stable equilibrium state. Let
and, differentiating with the knowledge that
and then
Substituting into Equation 1.44 yields
We can use the trigonometric identity for the sine of the sum of two angles7 to write
We now consider rewriting Equation 1.52 under the condition where
and
If
and
Equation 1.52 can then be written as
(1.53)
and the equation of motion (Equation 1.51) becomes
Note the constant term
(1.55)
This equation is valid for motion about either of the two equilibrium states we found (i.e.
(1.56)