Re-read section 1

This commit is contained in:
Thomas Dehaeze 2020-07-01 17:22:37 +02:00
parent 9fa06cbd25
commit 7d47dca874

View File

@ -86,7 +86,7 @@ The Matlab code that was use to obtain the results are available in cite:dehaeze
<<sec:dynamics>>
** Model of a Rotating Positioning Platform
# Introduce the fact that we need a simple system representing the rotating aspect
In order to study how the rotation of a positioning platforms does affect the use of force feedback, a simple model of an X-Y positioning stage on top of a rotating stage is developed.
In order to study how the rotation of a positioning platforms does affect the use of integral force feedback, a model of an XY positioning stage on top of a rotating stage is developed.
# Simplest system where gyroscopic forces can be studied
The model is schematically represented in Figure ref:fig:system and forms the simplest system where gyroscopic forces can be studied.
@ -94,20 +94,12 @@ The model is schematically represented in Figure ref:fig:system and forms the si
The rotating stage is supposed to be ideal, meaning it induces a perfect rotation $\theta(t) = \Omega t$ where $\Omega$ is the rotational speed in $\si{\radian\per\second}$.
# X-Y Stage
The parallel X-Y positioning stage consists of two orthogonal actuators represented by three elements in parallel:
- a spring with a stiffness $k$ in $\si{\newton\per\meter}$
- a dashpot with a damping coefficient $c$ in $\si{\newton\per\meter\second}$
- an ideal force source $F_u, F_v$
# Payload
A payload with a mass $m$ in $\si{\kilo\gram}$ is mounted on the rotating X-Y stage.
The parallel XY positioning stage consists of two orthogonal actuators represented by three elements in parallel: a spring with a stiffness $k$ in $\si{\newton\per\meter}$, a dashpot with a damping coefficient $c$ in $\si{\newton\per\meter\second}$ and an ideal force source $F_u, F_v$.
A payload with a mass $m$ in $\si{\kilo\gram}$ is mounted on the (rotating) XY stage.
# Explain the frames (inertial frame x,y, rotating frame u,v)
Two reference frames are used:
- an inertial frame $(\vec{i}_x, \vec{i}_y, \vec{i}_z)$
- a uniform rotating frame $(\vec{i}_u, \vec{i}_v, \vec{i}_w)$ rigidly fixed on top of the rotating stage. $\vec{i}_w$ is aligned with the rotation axis
The position of the payload is represented by $(d_u, d_v)$ expressed in the rotating frame.
Two reference frames are used: an inertial frame $(\vec{i}_x, \vec{i}_y, \vec{i}_z)$ and a uniform rotating frame $(\vec{i}_u, \vec{i}_v, \vec{i}_w)$ rigidly fixed on top of the rotating stage with $\vec{i}_w$ aligned with the rotation axis.
The position of the payload is represented by $(d_u, d_v, 0)$ expressed in the rotating frame.
#+name: fig:system
#+caption: Schematic of the studied System
@ -116,14 +108,14 @@ The position of the payload is represented by $(d_u, d_v)$ expressed in the rota
** Equations of Motion
To obtain of equation of motion for the system represented in Figure ref:fig:system, the Lagrangian equations are used:
#+name: eq:lagrangian_equations
#+NAME: eq:lagrangian_equations
\begin{equation}
\frac{d}{dt} \left( \frac{\partial L}{\partial \dot{q}_i} \right) + \frac{\partial D}{\partial \dot{q}_i} - \frac{\partial L}{\partial q_i} = Q_i
\end{equation}
with $L = T - V$ the Lagrangian, $D$ the dissipation function, and $Q_i$ the generalized force associated with the generalized variable $\begin{bmatrix}q_1 & q_2\end{bmatrix} = \begin{bmatrix}d_u & d_v\end{bmatrix}$.
The constant rotation in the $(\vec{i}_x, \vec{i}_y)$ plane is here disregarded as it is imposed by the rotating stage.
#+name: eq:energy_functions_lagrange
The constant rotation in the $(\vec{i}_x, \vec{i}_y)$ plane is here disregarded as it is imposed by the ideal rotating stage.
#+NAME: eq:energy_functions_lagrange
\begin{subequations}
\begin{align}
T & = \frac{1}{2} m \left( \left( \dot{d}_u - \Omega d_v \right)^2 + \left( \dot{d}_v + \Omega d_u \right)^2 \right) \\
@ -133,8 +125,8 @@ The constant rotation in the $(\vec{i}_x, \vec{i}_y)$ plane is here disregarded
\end{align}
\end{subequations}
Substituting equations eqref:eq:energy_functions_lagrange into eqref:eq:lagrangian_equations gives the two coupled differential equations:
#+name: eq:eom_coupled
Substituting equations eqref:eq:energy_functions_lagrange into eqref:eq:lagrangian_equations gives two coupled differential equations
#+NAME: eq:eom_coupled
\begin{subequations}
\begin{align}
m \ddot{d}_u + c \dot{d}_u + ( k - m \Omega^2 ) d_u &= F_u + 2 m \Omega \dot{d}_v \\
@ -143,12 +135,12 @@ Substituting equations eqref:eq:energy_functions_lagrange into eqref:eq:lagrangi
\end{subequations}
# Explain Gyroscopic effects
The constant rotation of the system induces two Gyroscopic effects:
- Centrifugal forces: that can been seen as added negative stiffness along $\vec{i}_u$ and $\vec{i}_v$
The uniform rotation of the system induces two Gyroscopic effects as shown in Eq. eqref:eq:eom_coupled:
- Centrifugal forces: that can been seen as added negative stiffness $- m \Omega^2$ along $\vec{i}_u$ and $\vec{i}_v$
- Coriolis Forces: that couples the motion in the two orthogonal directions
One can verify that without rotation ($\Omega = 0$) the system becomes equivalent as to two uncoupled one degree of freedom mass-spring-damper systems:
#+name: eq:oem_no_rotation
#+NAME: eq:oem_no_rotation
\begin{subequations}
\begin{align}
m \ddot{d}_u + c \dot{d}_u + k d_u &= F_u \\
@ -168,11 +160,15 @@ To study the dynamics of the system, the differential equations of motions eqref
\end{align}
# Change of variables
To simply the analysis, the following change of variable is performed:
- $\omega_0 = \sqrt{\frac{k}{m}}$: Undamped natural frequency of the mass-spring system in $\si{\radian/\s}$
- $\xi = \frac{c}{2 \sqrt{k m}}$: Damping ratio
To simplify the analysis, the undamped natural frequency $\omega_0$ and the damping ratio $\xi$ are used
\begin{subequations}
\begin{align}
\omega_0 &= \sqrt{\frac{k}{m}} \text{ in } \si{\radian\per\second} \\
\xi &= \frac{c}{2 \sqrt{k m}}
\end{align}
\end{subequations}
The transfer function matrix eqref:eq:Gd_m_k_c becomes equal to
The transfer function matrix $\bm{G}_d$ eqref:eq:Gd_m_k_c becomes equal to
#+name: eq:Gd_w0_xi_k
\begin{equation}
\bm{G}_{d} =
@ -210,7 +206,7 @@ As the rotational speed increases, $p_{+}$ goes to higher frequencies and $p_{-}
The system becomes unstable for $\Omega > \omega_0$ as the real part of $p_{-}$ is positive.
Physically, the negative stiffness term $-m\Omega^2$ induced by centrifugal forces exceeds the spring stiffness $k$.
In the rest of this study, rotational speeds smaller than the undamped natural frequency of the system are used ($\Omega < \omega_0$).
In the rest of this study, rotational speeds smaller than the undamped natural frequency of the system are assumed ($\Omega < \omega_0$).
#+name: fig:campbell_diagram
#+caption: Campbell Diagram : Evolution of the complex and real parts of the system's poles as a function of the rotational speed $\Omega$