This formula is very important. Will show its derivation now in details. It is how to express
vectors in rotating frames.
Consider this diagram
In the above, the small axis is a frame attached to some body which rotate around this axis
with angular velocity (measured by the inertial frame of course). All laws derived below are
based on the following one rule
Lets us see how to apply this rule. Let us express the position vector of the particle . We can
see by normal vector additions that the position vector of particle is
Notice that nothing special is needed here, since we have not yet looked at rate of change
with time. The complexity (i.e. using rule (1)) appears only when we want to look at
velocities and accelerations. This is when we need to use the above rule (1). Let us now find
the velocity of the particle. From above
Every time we take derivatives, we stop and look. For any vector that originates from
the moving frame, we must apply rule (1) to it. That is all. In the above, only
needs rule (1) applied to it, since that is the only vector measure from the moving
frame. Replacing by and by , meaning the velocity of and , Hence the above
becomes
and now we apply rule (1) to expand
where is just
The above is the final expression for the velocity of the particle using its velocity as
measured by the moving frame in order to complete the expression.
So the above says that the absolute velocity of the particle is equal to the absolute velocity
of the base of the moving frame + something else and this something else was
Now we will find the absolute acceleration of . Taking time derivatives of (3) gives
As we said above, each time we take time derivatives, we stop and look for vectors which are
based on the moving frame, and apply rule (1) to them. In the above, and qualify. Apply
rule (1) to gives
where just means the acceleration relative to moving frame. And applying rule (1) to
gives
Replacing (5) and (6) into (4) gives
Eq (7) says that the absolute acceleration of is the sum of the acceleration of the base of
the moving frame plus the relative acceleration of the particle to the moving frame plus
Hence, using Eq(3) and Eq(7) gives us the expressions we wanted for velocity and
acceleration.
2.2 Miscellaneous hints
When finding the generalized force for the user with the Lagrangian method (the
hardest step), using the virtual work method, if the force (or virtual work by
the force) ADDS energy to the system, then make the sign of the force positive
otherwise the sign is negative.
For damping force, the sign is always negative.
External forces such as linear forces applied, torque applied, in general, are
positive.
Friction force is negative (in general) as friction takes energy from the system
like damping.
Finding linear acceleration of center of mass of a rigid body under pure rotation using fixed
body coordinates.
In the above is the speed of the center of mass in the direction of the axis, where this axis is
fixed on the body itself. Similarly, is the speed of the center of mass in the direction of the
axis, where the axis is attached to the body itself.
Just remember that all these speeds (i.e. ,) and accelerations (, ) are still being measured by
an observer in the inertial frame. It is only that the directions of the velocity components of
the center of mass is along an axis fixed on the body. Only the direction. But actual speed
measurements are still done by a stationary observer. Since clearly if the observer was
sitting on the body itself, then they will measure the speeds to be zero in that
case.
The above derivation simplifies now since we will be using principle axes. In this case, all
cross products of moments of inertia vanish.
Hence
So, we can see how much simpler it became when using principle axes. Compare the above to
So, always use principle axes for the body fixed coordinates system!
2.6.3 Acceleration terms due to rotation and acceleration
2.7 Wheel spinning precession
2.8 References
Structural Dynamics 5th edition. Mario Paz, William Leigh
2.9 Misc. items
The Jacobian matrix for a system of differential equations, such as
is given by
For example, for the given the following 3 set of coupled differential equations in
then the Jacobian matrix is
Now to find stability of this system, we evaluate this matrix at where is a point in this
space (may be stable point or initial conditions, etc...) and then become all numerical now.
Then we can evaluate the eigenvalues of the resulting matrix and look to see if all
eigenvalues are negative. If so, this tells us that the point is a stable point. I.e. the system is
stable.