phd-nass-rotating-3dof-model/nass-rotating-3dof-model.tex

1047 lines
74 KiB
TeX
Raw Normal View History

2024-04-29 21:05:21 +02:00
% Created 2024-04-29 Mon 21:05
2023-02-28 14:09:18 +01:00
% Intended LaTeX compiler: pdflatex
2024-03-19 15:07:41 +01:00
\documentclass[a4paper, 10pt, DIV=12, parskip=full, bibliography=totoc]{scrreprt}
2023-02-28 14:09:18 +01:00
\input{preamble.tex}
2024-04-29 16:25:35 +02:00
\newacronym{haclac}{HAC-LAC}{High Authority Control - Low Authority Control}
\newacronym{hac}{HAC}{High Authority Control}
\newacronym{lac}{LAC}{Low Authority Control}
\newacronym{nass}{NASS}{Nano Active Stabilization System}
\newacronym{asd}{ASD}{Amplitude Spectral Density}
\newacronym{psd}{PSD}{Power Spectral Density}
\newacronym{cps}{CPS}{Cumulative Power Spectrum}
\newacronym{cas}{CAS}{Cumulative Amplitude Spectrum}
\newacronym{frf}{FRF}{Frequency Response Function}
\newacronym{iff}{IFF}{Integral Force Feedback}
\newacronym{rdc}{RDC}{Relative Damping Control}
2024-04-29 21:05:21 +02:00
\newacronym{drga}{DRGA}{Dynamical Relative Gain Array}
2024-04-29 16:25:35 +02:00
\newglossaryentry{psdx}{name=\ensuremath{\Phi_{x}},description={{Power spectral density of signal $x$}}}
\newglossaryentry{asdx}{name=\ensuremath{\Gamma_{x}},description={{Amplitude spectral density of signal $x$}}}
\newglossaryentry{cpsx}{name=\ensuremath{\Phi_{x}},description={{Cumulative Power Spectrum of signal $x$}}}
\newglossaryentry{casx}{name=\ensuremath{\Gamma_{x}},description={{Cumulative Amplitude Spectrum of signal $x$}}}
\input{preamble_extra.tex}
2024-03-19 15:07:41 +01:00
\bibliography{nass-rotating-3dof-model.bib}
2023-02-28 14:09:18 +01:00
\author{Dehaeze Thomas}
\date{\today}
2024-04-29 16:25:35 +02:00
\title{Nano Active Stabilization System - Effect of rotation}
2023-02-28 14:09:18 +01:00
\hypersetup{
pdfauthor={Dehaeze Thomas},
2024-04-29 16:25:35 +02:00
pdftitle={Nano Active Stabilization System - Effect of rotation},
2023-02-28 14:09:18 +01:00
pdfkeywords={},
pdfsubject={},
2024-04-29 16:25:35 +02:00
pdfcreator={Emacs 29.3 (Org mode 9.6)},
2023-02-28 14:09:18 +01:00
pdflang={English}}
\usepackage{biblatex}
\begin{document}
\maketitle
\tableofcontents
\clearpage
2024-04-29 16:25:35 +02:00
An important aspect of the \acrfull{nass} is that the nano-hexapod is continuously rotating around a vertical axis while the external metrology is not.
Such rotation induces gyroscopic effects that may impact the system dynamics and obtained performance.
To study these effects, a model of a rotating suspended platform is first presented (Section \ref{sec:rotating_system_description})
This model is simple enough to be able to derive its dynamics analytically and to well understand its behavior, while still allowing to capture the important physical effects in play.
\acrfull{iff} is then applied to the rotating platform, and it is shown that the unconditional stability of \acrshort{iff} is lost due to gyroscopic effects induced by the rotation (Section \ref{sec:rotating_iff_pure_int}).
Two modifications of the Integral Force Feedback are then proposed.
The first one consists of adding an high pass filter to the \acrshort{iff} controller (Section \ref{sec:rotating_iff_pseudo_int}).
It is shown that the \acrshort{iff} controller is stable for some values of the gain, and that damping can be added to the suspension modes.
Optimal high pass filter cut-off frequency is computed.
The second modification consists of adding a stiffness in parallel to the force sensors (Section \ref{sec:rotating_iff_parallel_stiffness}).
Under a certain condition, the unconditional stability of the the IFF controller is regained.
Optimal parallel stiffness is then computed.
This study of adapting \acrshort{iff} for the damping of rotating platforms was the subject of two published papers \cite{dehaeze20_activ_dampin_rotat_platf_integ_force_feedb,dehaeze21_activ_dampin_rotat_platf_using}.
It is then shown that \acrfull{rdc} is less affected by gyroscopic effects (Section \ref{sec:rotating_relative_damp_control}).
Once the optimal control parameters for the three tested active damping techniques are obtained, they are compared in terms of achievable damping, obtained damped plant and closed-loop compliance and transmissibility (Section \ref{sec:rotating_comp_act_damp}).
The previous analysis is applied on three considered nano-hexapod stiffnesses (\(k_n = 0.01\,N/\mu m\), \(k_n = 1\,N/\mu m\) and \(k_n = 100\,N/\mu m\)) and optimal active damping controller are obtained in each case (Section \ref{sec:rotating_nano_hexapod}).
Up until this section, the study was performed on a very simplistic model that just captures the rotation aspect and the model parameters were not tuned to corresponds to the NASS.
In the last section (Section \ref{sec:rotating_nass}), a model of the micro-station is added below the suspended platform (i.e. the nano-hexapod) with a rotating spindle and parameters tuned to match the NASS dynamics.
The goal is to determine if the rotation imposes performance limitation for the NASS.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{figure}[htbp]
2023-02-28 14:09:18 +01:00
\centering
2024-04-29 16:25:35 +02:00
\includegraphics[scale=1,width=\linewidth]{figs/rotating_overview.png}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_overview}Overview of this chapter's organization. Sections are indicated by the red circles.}
2024-04-29 16:25:35 +02:00
\end{figure}
2023-02-28 14:09:18 +01:00
\chapter{System Description and Analysis}
\label{sec:rotating_system_description}
The studied system consists of a 2 degree of freedom translation stage on top of a rotating stage (Figure \ref{fig:rotating_3dof_model_schematic}).
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 \(\si{\radian\per\s}\).
The suspended platform consists of two orthogonal actuators each 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 \(\si{\newton\per(\meter\per\second)}\) and an ideal force source \(F_u, F_v\).
A payload with a mass \(m\) in \(\si{\kilo\gram}\), is mounted on the (rotating) suspended platform.
2024-04-29 16:25:35 +02:00
Two reference frames are used: an \emph{inertial} frame \((\vec{i}_x, \vec{i}_y, \vec{i}_z)\) and a \emph{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.
2023-02-28 14:09:18 +01:00
The position of the payload is represented by \((d_u, d_v, 0)\) expressed in the rotating frame.
2024-04-29 16:25:35 +02:00
After the dynamics of this system is studied, the objective will be to damp the two suspension modes of the payload while the rotating stage performs a constant rotation.
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
\centering
2024-04-29 16:25:35 +02:00
\includegraphics[scale=1,scale=0.8]{figs/rotating_3dof_model_schematic.png}
2023-02-28 14:09:18 +01:00
\caption{\label{fig:rotating_3dof_model_schematic}Schematic of the studied system}
\end{figure}
2024-04-29 16:25:35 +02:00
2024-04-29 21:05:21 +02:00
\section{Equations of motion and transfer functions}
2024-04-29 16:25:35 +02:00
To obtain the equations of motion for the system represented in Figure \ref{fig:rotating_3dof_model_schematic}, the Lagrangian equation \eqref{eq:rotating_lagrangian_equations} is used.
\(L = T - V\) is the Lagrangian, \(T\) the kinetic coenergy, \(V\) the potential energy, \(D\) the dissipation function, and \(Q_i\) the generalized force associated with the generalized variable \(\begin{bmatrix}q_1 & q_2\end{bmatrix} = \begin{bmatrix}d_u & d_v\end{bmatrix}\).
These terms are derived in \eqref{eq:rotating_energy_functions_lagrange}.
Note that the equation of motion corresponding to the constant rotation along \(\vec{i}_w\) is disregarded as this motion is considered to be imposed by the rotation stage.
\begin{equation}\label{eq:rotating_lagrangian_equations}
2023-02-28 14:09:18 +01:00
\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}
2024-04-29 16:25:35 +02:00
\begin{equation} \label{eq:rotating_energy_functions_lagrange}
2023-02-28 14:09:18 +01:00
\begin{aligned}
2024-04-29 16:25:35 +02:00
T &= \frac{1}{2} m \left( ( \dot{d}_u - \Omega d_v )^2 + ( \dot{d}_v + \Omega d_u )^2 \right), \quad Q_1 = F_u, \quad Q_2 = F_v, \\
V &= \frac{1}{2} k \big( {d_u}^2 + {d_v}^2 \big), \quad D = \frac{1}{2} c \big( \dot{d}_u{}^2 + \dot{d}_v{}^2 \big)
2023-02-28 14:09:18 +01:00
\end{aligned}
\end{equation}
2024-04-29 16:25:35 +02:00
Substituting equations \eqref{eq:rotating_energy_functions_lagrange} into equation \eqref{eq:rotating_lagrangian_equations} for both generalized coordinates gives two coupled differential equations \eqref{eq:rotating_eom_coupled_1} and \eqref{eq:rotating_eom_coupled_2}.
\begin{subequations} \label{eq:rotating_eom_coupled}
2023-02-28 14:09:18 +01:00
\begin{align}
2024-04-29 16:25:35 +02:00
m \ddot{d}_u + c \dot{d}_u + ( k - m \Omega^2 ) d_u &= F_u + 2 m \Omega \dot{d}_v \label{eq:rotating_eom_coupled_1} \\
m \ddot{d}_v + c \dot{d}_v + ( k \underbrace{-\,m \Omega^2}_{\text{Centrif.}} ) d_v &= F_v \underbrace{-\,2 m \Omega \dot{d}_u}_{\text{Coriolis}} \label{eq:rotating_eom_coupled_2}
2023-02-28 14:09:18 +01:00
\end{align}
\end{subequations}
2024-04-29 16:25:35 +02:00
The uniform rotation of the system induces two \emph{gyroscopic effects} as shown in equation \eqref{eq:rotating_eom_coupled}:
2023-02-28 14:09:18 +01:00
\begin{itemize}
2024-04-29 16:25:35 +02:00
\item \emph{Centrifugal forces}: that can been seen as an added \emph{negative stiffness} \(- m \Omega^2\) along \(\vec{i}_u\) and \(\vec{i}_v\)
\item \emph{Coriolis forces}: that adds \emph{coupling} between the two orthogonal directions.
2023-02-28 14:09:18 +01:00
\end{itemize}
2024-04-29 16:25:35 +02:00
One can verify that without rotation (\(\Omega = 0\)) the system becomes equivalent to two \emph{uncoupled} one degree of freedom mass-spring-damper systems.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
To study the dynamics of the system, the two differential equations of motions \eqref{eq:rotating_eom_coupled} are converted into the Laplace domain and the \(2 \times 2\) transfer function matrix \(\mathbf{G}_d\) from \(\begin{bmatrix}F_u & F_v\end{bmatrix}\) to \(\begin{bmatrix}d_u & d_v\end{bmatrix}\) in equation \eqref{eq:rotating_Gd_mimo_tf} is obtained.
The four transfer functions in \(\mathbf{G}_d\) are shown in equation \eqref{eq:rotating_Gd_indiv_el}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_Gd_mimo_tf}
2023-02-28 14:09:18 +01:00
\begin{bmatrix} d_u \\ d_v \end{bmatrix} = \mathbf{G}_d \begin{bmatrix} F_u \\ F_v \end{bmatrix}
\end{equation}
2024-04-29 16:25:35 +02:00
\begin{subequations}\label{eq:rotating_Gd_indiv_el}
2023-02-28 14:09:18 +01:00
\begin{align}
\mathbf{G}_{d}(1,1) &= \mathbf{G}_{d}(2,2) = \frac{ms^2 + cs + k - m \Omega^2}{\left( m s^2 + cs + k - m \Omega^2 \right)^2 + \left( 2 m \Omega s \right)^2} \\
\mathbf{G}_{d}(1,2) &= -\mathbf{G}_{d}(2,1) = \frac{2 m \Omega s}{\left( m s^2 + cs + k - m \Omega^2 \right)^2 + \left( 2 m \Omega s \right)^2}
\end{align}
\end{subequations}
2024-04-29 16:25:35 +02:00
To simplify the analysis, the undamped natural frequency \(\omega_0\) and the damping ratio \(\xi\) defined in \eqref{eq:rotating_xi_and_omega} are used instead.
The elements of transfer function matrix \(\mathbf{G}_d\) are now described by equation \eqref{eq:rotating_Gd_w0_xi_k}.
\begin{equation} \label{eq:rotating_xi_and_omega}
2023-02-28 14:09:18 +01:00
\omega_0 = \sqrt{\frac{k}{m}} \text{ in } \si{\radian\per\second}, \quad \xi = \frac{c}{2 \sqrt{k m}}
\end{equation}
2024-04-29 16:25:35 +02:00
\begin{subequations} \label{eq:rotating_Gd_w0_xi_k}
2023-02-28 14:09:18 +01:00
\begin{align}
\mathbf{G}_{d}(1,1) &= \frac{\frac{1}{k} \left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)}{\left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2} \\
\mathbf{G}_{d}(1,2) &= \frac{\frac{1}{k} \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)}{\left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2}
\end{align}
\end{subequations}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{System Poles: Campbell Diagram}
2024-04-29 16:25:35 +02:00
The poles of \(\mathbf{G}_d\) are the complex solutions \(p\) of equation \eqref{eq:rotating_poles} (i.e. the roots of its denominator).
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_poles}
2023-02-28 14:09:18 +01:00
\left( \frac{p^2}{{\omega_0}^2} + 2 \xi \frac{p}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{p}{\omega_0} \right)^2 = 0
\end{equation}
2024-04-29 16:25:35 +02:00
Supposing small damping (\(\xi \ll 1\)), two pairs of complex conjugate poles \([p_{+}, p_{-}]\) are obtained as shown in equation \eqref{eq:rotating_pole_values}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{subequations} \label{eq:rotating_pole_values}
2023-02-28 14:09:18 +01:00
\begin{align}
p_{+} &= - \xi \omega_0 \left( 1 + \frac{\Omega}{\omega_0} \right) \pm j \omega_0 \left( 1 + \frac{\Omega}{\omega_0} \right) \\
p_{-} &= - \xi \omega_0 \left( 1 - \frac{\Omega}{\omega_0} \right) \pm j \omega_0 \left( 1 - \frac{\Omega}{\omega_0} \right)
\end{align}
\end{subequations}
The real and complex parts of these two pairs of complex conjugate poles are represented in Figure \ref{fig:rotating_campbell_diagram} as a function of the rotational speed \(\Omega\).
2024-04-29 16:25:35 +02:00
As the rotational speed increases, \(p_{+}\) goes to higher frequencies and \(p_{-}\) goes to lower frequencies (Figure \ref{fig:rotating_campbell_diagram_imag}).
The system becomes unstable for \(\Omega > \omega_0\) as the real part of \(p_{-}\) is positive (Figure \ref{fig:rotating_campbell_diagram_real}).
2023-02-28 14:09:18 +01:00
Physically, the negative stiffness term \(-m\Omega^2\) induced by centrifugal forces exceeds the spring stiffness \(k\).
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,scale=1]{figs/rotating_campbell_diagram_real.png}
\end{center}
\subcaption{\label{fig:rotating_campbell_diagram_real}Real part}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,scale=1]{figs/rotating_campbell_diagram_imag.png}
\end{center}
\subcaption{\label{fig:rotating_campbell_diagram_imag}Imaginary part}
\end{subfigure}
\caption{\label{fig:rotating_campbell_diagram}Campbell diagram - Real (\subref{fig:rotating_campbell_diagram_real}) and Imaginary (\subref{fig:rotating_campbell_diagram_imag}) parts of the poles as a function of the rotating velocity \(\Omega\).}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{System Dynamics: Effect of rotation}
The system dynamics from actuator forces \([F_u, F_v]\) to the relative motion \([d_u, d_v]\) is identified for several rotating velocities.
2024-04-29 16:25:35 +02:00
Looking at the transfer function matrix \(\mathbf{G}_d\) in equation \eqref{eq:rotating_Gd_w0_xi_k}, one can see that the two diagonal (direct) terms are equal and that the two off-diagonal (coupling) terms are opposite.
The bode plot of these two terms are shown in Figure \ref{fig:rotating_bode_plot} for several rotational speeds \(\Omega\).
2023-02-28 14:09:18 +01:00
These plots confirm the expected behavior: the frequency of the two pairs of complex conjugate poles are further separated as \(\Omega\) increases.
2024-04-29 16:25:35 +02:00
For \(\Omega > \omega_0\), the low frequency pair of complex conjugate poles \(p_{-}\) becomes unstable (shown be the 180 degrees phase lead instead of phase lag).
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_bode_plot_direct.png}
\end{center}
\subcaption{\label{fig:rotating_bode_plot_direct}Direct terms: $d_u/F_u$, $d_v/F_v$}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_bode_plot_coupling.png}
\end{center}
\subcaption{\label{fig:rotating_bode_plot_coupling}Coupling terms: $d_u/F_v$, $d_v/F_u$}
\end{subfigure}
\caption{\label{fig:rotating_bode_plot}Bode plot of the direct (\subref{fig:rotating_bode_plot_direct}) and coupling (\subref{fig:rotating_bode_plot_direct}) terms for several rotating velocities}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\chapter{Integral Force Feedback}
\label{sec:rotating_iff_pure_int}
2024-04-29 16:25:35 +02:00
The goal is now to damp the two suspension modes of the payload using an active damping strategy while the rotating stage performs a constant rotation.
As was explained with the uniaxial model, such active damping strategy is key to both reducing the magnification of the response in the vicinity of the resonances \cite{collette11_review_activ_vibrat_isolat_strat} and to make the plant easier to control for the high authority controller.
2024-03-21 18:29:05 +01:00
2024-04-29 16:25:35 +02:00
Many active damping techniques have been developed over the years such as Positive Position Feedback (PPF) \cite{lin06_distur_atten_precis_hexap_point,fanson90_posit_posit_feedb_contr_large_space_struc}, Integral Force Feedback (IFF) \cite{preumont91_activ} and Direct Velocity Feedback (DVF) \cite{karnopp74_vibrat_contr_using_semi_activ_force_gener,serrand00_multic_feedb_contr_isolat_base_excit_vibrat,preumont02_force_feedb_versus_accel_feedb}.
2024-04-29 21:05:21 +02:00
In \cite{preumont91_activ}, the IFF control scheme has been proposed, where a force sensor, a force actuator and an integral controller are used to increase the damping of a mechanical system.
2024-04-29 16:25:35 +02:00
When the force sensor is collocated with the actuator, the open-loop transfer function has alternating poles and zeros which facilitates to guarantee the stability of the closed loop system \cite{preumont02_force_feedb_versus_accel_feedb}.
It was latter shown that this property holds for multiple collated actuator/sensor pairs \cite{preumont08_trans_zeros_struc_contr_with}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
The main advantages of IFF over other active damping techniques are the guaranteed stability even in presence of flexible dynamics, good performance and robustness properties \cite{preumont02_force_feedb_versus_accel_feedb}.
2023-02-28 14:09:18 +01:00
Several improvements of the classical IFF have been proposed, such as adding a feed-through term to increase the achievable damping \cite{teo15_optim_integ_force_feedb_activ_vibrat_contr} or adding an high pass filter to recover the loss of compliance at low frequency \cite{chesne16_enhan_dampin_flexib_struc_using_force_feedb}.
Recently, an \(\mathcal{H}_\infty\) optimization criterion has been used to derive optimal gains for the IFF controller \cite{zhao19_optim_integ_force_feedb_contr}. \par
However, none of these study have been applied to a rotating system.
In this section, Integral Force Feedback strategy is applied on the rotating suspended platform, and it is shown that gyroscopic effects alters the system dynamics and that IFF cannot be applied as is.
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{System and Equations of motion}
In order to apply Integral Force Feedback, two force sensors are added in series with the actuators (Figure \ref{fig:rotating_3dof_model_schematic_iff}).
2024-04-29 16:25:35 +02:00
Two identical controllers \(K_F\) described by \eqref{eq:rotating_iff_controller} are then used to feedback each of the sensed force to its associated actuator.
\begin{equation}\label{eq:rotating_iff_controller}
2023-02-28 14:09:18 +01:00
K_{F}(s) = g \cdot \frac{1}{s}
\end{equation}
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_3dof_model_schematic_iff.png}
\end{center}
\subcaption{\label{fig:rotating_3dof_model_schematic_iff}System with added Force Sensor in series with the actuators}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,scale=1]{figs/rotating_iff_diagram.png}
\end{center}
\subcaption{\label{fig:rotating_iff_diagram}Control diagram}
\end{subfigure}
\caption{\label{fig:rotating_iff_pure_int}Integral Force Feedback applied to the suspended rotating platform. The damper \(c\) in (\subref{fig:rotating_3dof_model_schematic_iff}) is omitted for readability.}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
The forces \(\begin{bmatrix}f_u & f_v\end{bmatrix}\) measured by the two force sensors represented in Figure \ref{fig:rotating_3dof_model_schematic_iff} are described by equation \eqref{eq:rotating_measured_force}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_measured_force}
2023-02-28 14:09:18 +01:00
\begin{bmatrix} f_{u} \\ f_{v} \end{bmatrix} =
\begin{bmatrix} F_u \\ F_v \end{bmatrix} - (c s + k)
\begin{bmatrix} d_u \\ d_v \end{bmatrix}
\end{equation}
2024-04-29 16:25:35 +02:00
The transfer function matrix \(\mathbf{G}_{f}\) from actuator forces to measured forces in equation \eqref{eq:rotating_Gf_mimo_tf} can be obtained by inserting equation \eqref{eq:rotating_Gd_w0_xi_k} into equation \eqref{eq:rotating_measured_force}.
Its elements are shown in equation \eqref{eq:rotating_Gf}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_Gf_mimo_tf}
2023-02-28 14:09:18 +01:00
\begin{bmatrix} f_{u} \\ f_{v} \end{bmatrix} = \mathbf{G}_{f} \begin{bmatrix} F_u \\ F_v \end{bmatrix}
\end{equation}
2024-04-29 16:25:35 +02:00
\begin{subequations}\label{eq:rotating_Gf}
2023-02-28 14:09:18 +01:00
\begin{align}
2024-04-29 16:25:35 +02:00
\mathbf{G}_{f}(1,1) &= \mathbf{G}_{f}(2,2) = \frac{\left( \frac{s^2}{{\omega_0}^2} - \frac{\Omega^2}{{\omega_0}^2} \right) \left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right) + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2}{\left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2} \label{eq:rotating_Gf_diag_tf} \\
\mathbf{G}_{f}(1,2) &= -\mathbf{G}_{f}(2,1) = \frac{- \left( 2 \xi \frac{s}{\omega_0} + 1 \right) \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)}{\left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2} \label{eq:rotating_Gf_off_diag_tf}
2023-02-28 14:09:18 +01:00
\end{align}
\end{subequations}
2024-04-29 16:25:35 +02:00
The zeros of the diagonal terms of \(\mathbf{G}_f\) in equation \eqref{eq:rotating_Gf_diag_tf} are computed, and neglecting the damping for simplicity, two complex conjugated zeros \(z_{c}\) \eqref{eq:rotating_iff_zero_cc}, and two real zeros \(z_{r}\) \eqref{eq:rotating_iff_zero_real} are obtained.
2023-02-28 14:09:18 +01:00
\begin{subequations}
\begin{align}
2024-04-29 16:25:35 +02:00
z_c &= \pm j \omega_0 \sqrt{\frac{1}{2} \sqrt{8 \frac{\Omega^2}{{\omega_0}^2} + 1} + \frac{\Omega^2}{{\omega_0}^2} + \frac{1}{2} } \label{eq:rotating_iff_zero_cc} \\
z_r &= \pm \omega_0 \sqrt{\frac{1}{2} \sqrt{8 \frac{\Omega^2}{{\omega_0}^2} + 1} - \frac{\Omega^2}{{\omega_0}^2} - \frac{1}{2} } \label{eq:rotating_iff_zero_real}
2023-02-28 14:09:18 +01:00
\end{align}
\end{subequations}
2024-04-29 16:25:35 +02:00
It is interesting to see that the frequency of the pair of complex conjugate zeros \(z_c\) in equation \eqref{eq:rotating_iff_zero_cc} always lies between the frequency of the two pairs of complex conjugate poles \(p_{-}\) and \(p_{+}\) in equation \eqref{eq:rotating_pole_values}.
2023-02-28 14:09:18 +01:00
This is what usually gives the unconditional stability of IFF when collocated force sensors are used.
2024-04-29 16:25:35 +02:00
However, for non-null rotational speeds, the two real zeros \(z_r\) in equation \eqref{eq:rotating_iff_zero_real} are inducing a \emph{non-minimum phase behavior}.
2023-02-28 14:09:18 +01:00
This can be seen in the Bode plot of the diagonal terms (Figure \ref{fig:rotating_iff_bode_plot_effect_rot}) where the low frequency gain is no longer zero while the phase stays at \(\SI{180}{\degree}\).
2024-04-29 16:25:35 +02:00
The low frequency gain of \(\mathbf{G}_f\) increases with the rotational speed \(\Omega\) as shown in equation \eqref{eq:rotating_low_freq_gain_iff_plan}.
This can be explained as follows: a constant actuator force \(F_u\) induces a small displacement of the mass \(d_u = \frac{F_u}{k - m\Omega^2}\) (Hooke's law taking into account the negative stiffness induced by the rotation).
This small displacement then increases the centrifugal force \(m\Omega^2d_u = \frac{\Omega^2}{{\omega_0}^2 - \Omega^2} F_u\) which is then measured by the force sensors.
\begin{equation}\label{eq:rotating_low_freq_gain_iff_plan}
2023-02-28 14:09:18 +01:00
\lim_{\omega \to 0} \left| \mathbf{G}_f (j\omega) \right| = \begin{bmatrix}
\frac{\Omega^2}{{\omega_0}^2 - \Omega^2} & 0 \\
0 & \frac{\Omega^2}{{\omega_0}^2 - \Omega^2}
\end{bmatrix}
\end{equation}
\section{Effect of the rotation speed on the IFF plant dynamics}
2024-04-29 16:25:35 +02:00
The transfer functions from actuator forces \([F_u,\ F_v]\) to the measured force sensors \([f_u,\ f_v]\) are identified for several rotating velocities and are shown in Figure \ref{fig:rotating_iff_bode_plot_effect_rot}.
2023-02-28 14:09:18 +01:00
As was expected from the derived equations of motion:
\begin{itemize}
2024-04-29 16:25:35 +02:00
\item when \(\Omega < \omega_0\): the low frequency gain is no longer zero and two (non-minimum phase) real zero appears at low frequency.
2023-02-28 14:09:18 +01:00
The low frequency gain increases with \(\Omega\).
A pair of (minimum phase) complex conjugate zeros appears between the two complex conjugate poles that are split further apart as \(\Omega\) increases.
\item when \(\omega_0 < \Omega\): the low frequency pole becomes unstable.
\end{itemize}
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_bode_plot_effect_rot_direct.png}
\end{center}
\subcaption{\label{fig:rotating_iff_bode_plot_effect_rot_direct}Direct terms: $d_u/F_u$, $d_v/F_v$}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,scale=1]{figs/rotating_root_locus_iff_pure_int.png}
\end{center}
\subcaption{\label{fig:rotating_root_locus_iff_pure_int}Root Locus}
\end{subfigure}
\caption{\label{fig:rotating_iff_bode_plot_effect_rot}Effect of the rotation velocity on the bode plot of the direct terms (\subref{fig:rotating_iff_bode_plot_effect_rot_direct}) and on the IFF root locus (\subref{fig:rotating_root_locus_iff_pure_int})}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{Decentralized Integral Force Feedback}
The control diagram for decentralized Integral Force Feedback is shown in Figure \ref{fig:rotating_iff_diagram}.
The decentralized IFF controller \(\bm{K}_F\) corresponds to a diagonal controller with integrators:
2024-04-29 16:25:35 +02:00
\begin{equation} \label{eq:rotating_Kf_pure_int}
2023-02-28 14:09:18 +01:00
\begin{aligned}
\mathbf{K}_{F}(s) &= \begin{bmatrix} K_{F}(s) & 0 \\ 0 & K_{F}(s) \end{bmatrix} \\
K_{F}(s) &= g \cdot \frac{1}{s}
\end{aligned}
\end{equation}
In order to see how the IFF controller affects the poles of the closed loop system, a Root Locus plot (Figure \ref{fig:rotating_root_locus_iff_pure_int}) is constructed as follows: the poles of the closed-loop system are drawn in the complex plane as the controller gain \(g\) varies from \(0\) to \(\infty\) for the two controllers \(K_{F}\) simultaneously.
As explained in \cite{preumont08_trans_zeros_struc_contr_with,skogestad07_multiv_feedb_contr}, the closed-loop poles start at the open-loop poles (shown by \(\tikz[baseline=-0.6ex] \node[cross out, draw=black, minimum size=1ex, line width=2pt, inner sep=0pt, outer sep=0pt] at (0, 0){};\)) for \(g = 0\) and coincide with the transmission zeros (shown by \(\tikz[baseline=-0.6ex] \draw[line width=2pt, inner sep=0pt, outer sep=0pt] (0,0) circle[radius=3pt];\)) as \(g \to \infty\).
Whereas collocated IFF is usually associated with unconditional stability \cite{preumont91_activ}, this property is lost due to gyroscopic effects as soon as the rotation velocity in non-null.
This can be seen in the Root Locus plot (Figure \ref{fig:rotating_root_locus_iff_pure_int}) where poles corresponding to the controller are bound to the right half plane implying closed-loop system instability.
Physically, this can be explained like so: at low frequency, the loop gain is very large due to the pure integrator in \(K_{F}\) and the finite gain of the plant (Figure \ref{fig:rotating_iff_bode_plot_effect_rot}).
2024-04-29 16:25:35 +02:00
The control system is thus canceling the spring forces which makes the suspended platform not capable to hold the payload against centrifugal forces, hence the instability.
2023-02-28 14:09:18 +01:00
\chapter{Integral Force Feedback with an High Pass Filter}
\label{sec:rotating_iff_pseudo_int}
2024-04-29 16:25:35 +02:00
As was explained in the previous section, the instability of the IFF controller applied on the rotating system is due to the high gain of the integrator at low frequency.
In order to limit the low frequency controller gain, an High Pass Filter (HPF) can be added to the controller as shown in equation \eqref{eq:rotating_iff_lhf}.
This is equivalent to slightly shifting the controller pole to the left along the real axis.
This modification of the IFF controller is typically done to avoid saturation associated with the pure integrator \cite{preumont91_activ,marneffe07_activ_passiv_vibrat_isolat_dampin_shunt_trans}.
This is however not the reason why this high pass filter is added here.
2024-03-21 18:29:05 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_iff_lhf}
2023-02-28 14:09:18 +01:00
\boxed{K_{F}(s) = g \cdot \frac{1}{s} \cdot \underbrace{\frac{s/\omega_i}{1 + s/\omega_i}}_{\text{HPF}} = g \cdot \frac{1}{s + \omega_i}}
\end{equation}
\section{Modified Integral Force Feedback Controller}
2024-04-29 16:25:35 +02:00
The Integral Force Feedback Controller is modified such that instead of using pure integrators, pseudo integrators (i.e. low pass filters) are used \eqref{eq:rotating_iff_lhf} where \(\omega_i\) characterize the frequency down to which the signal is integrated.
2023-02-28 14:09:18 +01:00
The loop gains (\(K_F(s)\) times the direct dynamics \(f_u/F_u\)) with and without the added HPF are shown in Figure \ref{fig:rotating_iff_modified_loop_gain}.
The effect of the added HPF limits the low frequency gain to finite values as expected.
2024-04-29 16:25:35 +02:00
The Root Locus plots for the decentralized IFF with and without the HPF are displayed in Figure \ref{fig:rotating_iff_root_locus_hpf_large}.
With the added HPF, the poles of the closed loop system are shown to be stable up to some value of the gain \(g_\text{max}\) given by equation \eqref{eq:rotating_gmax_iff_hpf}.
It is interesting to note that \(g_{\text{max}}\) also corresponds to the controller gain at which the low frequency loop gain reaches one (for instance the gain \(g\) can be increased by a factor \(5\) in Figure \ref{fig:rotating_iff_modified_loop_gain} before the system becomes unstable).
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_gmax_iff_hpf}
2023-02-28 14:09:18 +01:00
\boxed{g_{\text{max}} = \omega_i \left( \frac{{\omega_0}^2}{\Omega^2} - 1 \right)}
\end{equation}
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,scale=0.8]{figs/rotating_iff_modified_loop_gain.png}
\end{center}
\subcaption{\label{fig:rotating_iff_modified_loop_gain}Loop gain}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,scale=0.8]{figs/rotating_iff_root_locus_hpf_large.png}
\end{center}
\subcaption{\label{fig:rotating_iff_root_locus_hpf_large}Root Locus}
\end{subfigure}
\caption{\label{fig:rotating_iff_modified_loop_gain_root_locus}Comparison of the IFF with pure integrator and modified IFF with added high pass filter (\(\Omega = 0.1\omega_0\)). Loop gain is shown in (\subref{fig:rotating_iff_modified_loop_gain}) with \(\omega_i = 0.1 \omega_0\) and \(g = 2\). Root Locus is shown in (\subref{fig:rotating_iff_root_locus_hpf_large})}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{Optimal IFF with HPF parameters \(\omega_i\) and \(g\)}
2024-04-29 16:25:35 +02:00
Two parameters can be tuned for the modified controller in equation \eqref{eq:rotating_iff_lhf}: the gain \(g\) and the pole's location \(\omega_i\).
2023-02-28 14:09:18 +01:00
The optimal values of \(\omega_i\) and \(g\) are here considered as the values for which the damping of all the closed-loop poles are simultaneously maximized.
In order to visualize how \(\omega_i\) does affect the attainable damping, the Root Locus plots for several \(\omega_i\) are displayed in Figure \ref{fig:rotating_root_locus_iff_modified_effect_wi}.
2024-04-29 21:05:21 +02:00
It is shown that even though small \(\omega_i\) seem to allow more damping to be added to the suspension modes (see Root locus in Figure \ref{fig:rotating_root_locus_iff_modified_effect_wi}), the control gain \(g\) may be limited to small values due to equation \eqref{eq:rotating_gmax_iff_hpf}.
2023-02-28 14:09:18 +01:00
In order to study this trade off, the attainable closed-loop damping ratio \(\xi_{\text{cl}}\) is computed as a function of \(\omega_i/\omega_0\).
The gain \(g_{\text{opt}}\) at which this maximum damping is obtained is also displayed and compared with the gain \(g_{\text{max}}\) at which the system becomes unstable (Figure \ref{fig:rotating_iff_hpf_optimal_gain}).
2024-04-29 21:05:21 +02:00
For small values of \(\omega_i\), the added damping is limited by the maximum allowed control gain \(g_{\text{max}}\) (red curve and dashed red curve superimposed in Figure \ref{fig:rotating_iff_hpf_optimal_gain}) at which point the pole corresponding to the controller becomes unstable.
For larger values of \(\omega_i\), the attainable damping ratio decreases as a function of \(\omega_i\) as was predicted from the root locus plot of Figure \ref{fig:rotating_iff_root_locus_hpf_large}.
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_root_locus_iff_modified_effect_wi.png}
\end{center}
\subcaption{\label{fig:rotating_root_locus_iff_modified_effect_wi}Root Locus}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_hpf_optimal_gain.png}
\end{center}
\subcaption{\label{fig:rotating_iff_hpf_optimal_gain}Attainable damping ratio $\xi_\text{cl}$ as a function of $\omega_i/\omega_0$. Corresponding control gain $g_\text{opt}$ and $g_\text{max}$ are also shown}
\end{subfigure}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_iff_modified_effect_wi}Root Locus for several high pass filter cut-off frequency (\subref{fig:rotating_root_locus_iff_modified_effect_wi}). The achievable damping ratio decreases as \(\omega_i\) increases which is confirmed in (\subref{fig:rotating_iff_hpf_optimal_gain})}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
\section{Obtained Damped Plant}
In order to study how the parameter \(\omega_i\) affects the damped plant, the obtained damped plants for several \(\omega_i\) are compared in Figure \ref{fig:rotating_iff_hpf_damped_plant_effect_wi_plant}.
It can be seen that the low frequency coupling increases as \(\omega_i\) increases.
There is therefore a trade-off between achievable damping and added coupling when tuning \(\omega_i\).
2023-02-28 14:09:18 +01:00
The same trade-off can be seen between achievable damping and loss of compliance at low frequency (see Figure \ref{fig:rotating_iff_hpf_effect_wi_compliance}).
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_hpf_damped_plant_effect_wi_plant.png}
\end{center}
\subcaption{\label{fig:rotating_iff_hpf_damped_plant_effect_wi_plant}Obtained plants}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_hpf_effect_wi_compliance.png}
\end{center}
\subcaption{\label{fig:rotating_iff_hpf_effect_wi_compliance}Effect of $\omega_i$ on the compliance}
\end{subfigure}
\caption{\label{fig:rotating_iff_hpf_damped_plant_effect_wi}Effect of \(\omega_i\) on the damped plant coupling}
2023-02-28 14:09:18 +01:00
\end{figure}
\chapter{IFF with a stiffness in parallel with the force sensor}
\label{sec:rotating_iff_parallel_stiffness}
In this section it is proposed to add springs in parallel with the force sensors to counteract the negative stiffness induced by the gyroscopic effects.
Such springs are schematically shown in Figure \ref{fig:rotating_3dof_model_schematic_iff_parallel_springs} where \(k_a\) is the stiffness of the actuator and \(k_p\) the added stiffness in parallel with the actuator and force sensor.
\begin{figure}[htbp]
\centering
2024-04-29 16:25:35 +02:00
\includegraphics[scale=1,scale=0.8]{figs/rotating_3dof_model_schematic_iff_parallel_springs.png}
2023-02-28 14:09:18 +01:00
\caption{\label{fig:rotating_3dof_model_schematic_iff_parallel_springs}Studied system with additional springs in parallel with the actuators and force sensors (shown in red)}
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{Equations}
2024-04-29 16:25:35 +02:00
The forces measured by the two force sensors represented in Figure \ref{fig:rotating_3dof_model_schematic_iff_parallel_springs} are described by \eqref{eq:rotating_measured_force_kp}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_measured_force_kp}
2023-02-28 14:09:18 +01:00
\begin{bmatrix} f_{u} \\ f_{v} \end{bmatrix} =
\begin{bmatrix} F_u \\ F_v \end{bmatrix} - (c s + k_a)
\begin{bmatrix} d_u \\ d_v \end{bmatrix}
\end{equation}
2024-04-29 16:25:35 +02:00
In order to keep the overall stiffness \(k = k_a + k_p\) constant, thus not modifying the open-loop poles as \(k_p\) is changed, a scalar parameter \(\alpha\) (\(0 \le \alpha < 1\)) is defined to describe the fraction of the total stiffness in parallel with the actuator and force sensor as in \eqref{eq:rotating_kp_alpha}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_kp_alpha}
2023-02-28 14:09:18 +01:00
k_p = \alpha k, \quad k_a = (1 - \alpha) k
\end{equation}
2024-04-29 16:25:35 +02:00
After the equations of motion derived and transformed in the Laplace domain, the transfer function matrix \(\mathbf{G}_k\) in Eq. \eqref{eq:rotating_Gk_mimo_tf} is computed.
Its elements are shown in Eq. \eqref{eq:rotating_Gk_diag} and \eqref{eq:rotating_Gk_off_diag}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_Gk_mimo_tf}
2023-02-28 14:09:18 +01:00
\begin{bmatrix} f_u \\ f_v \end{bmatrix} =
\mathbf{G}_k
\begin{bmatrix} F_u \\ F_v \end{bmatrix}
\end{equation}
2024-04-29 16:25:35 +02:00
\begin{subequations}\label{eq:rotating_Gk}
2023-02-28 14:09:18 +01:00
\begin{align}
2024-04-29 16:25:35 +02:00
\mathbf{G}_{k}(1,1) &= \mathbf{G}_{k}(2,2) = \frac{\big( \frac{s^2}{{\omega_0}^2} - \frac{\Omega^2}{{\omega_0}^2} + \alpha \big) \big( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \big) + \big( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \big)^2}{\big( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \big)^2 + \big( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \big)^2} \label{eq:rotating_Gk_diag} \\
\mathbf{G}_{k}(1,2) &= -\mathbf{G}_{k}(2,1) = \frac{- \left( 2 \xi \frac{s}{\omega_0} + 1 - \alpha \right) \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)}{\left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2} \label{eq:rotating_Gk_off_diag}
2023-02-28 14:09:18 +01:00
\end{align}
\end{subequations}
2024-04-29 16:25:35 +02:00
Comparing \(\mathbf{G}_k\) in \eqref{eq:rotating_Gk} with \(\mathbf{G}_f\) in \eqref{eq:rotating_Gf} shows that while the poles of the system are kept the same, the zeros of the diagonal terms have changed.
The two real zeros \(z_r\) in \eqref{eq:rotating_iff_zero_real} that were inducing a non-minimum phase behavior are transformed into two complex conjugate zeros if the condition in \eqref{eq:rotating_kp_cond_cc_zeros} holds.
Thus, if the added \emph{parallel stiffness} \(k_p\) is higher than the \emph{negative stiffness} induced by centrifugal forces \(m \Omega^2\), the dynamics from actuator to its collocated force sensor will show \emph{minimum phase behavior}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_kp_cond_cc_zeros}
2023-02-28 14:09:18 +01:00
\boxed{\alpha > \frac{\Omega^2}{{\omega_0}^2} \quad \Leftrightarrow \quad k_p > m \Omega^2}
\end{equation}
\section{Effect of the parallel stiffness on the IFF plant}
2024-04-29 16:25:35 +02:00
The IFF plant (transfer function from \([F_u, F_v]\) to \([f_u, f_v]\)) is identified without parallel stiffness \(k_p = 0\), with a small parallel stiffness \(k_p < m \Omega^2\) and with a large parallel stiffness \(k_p > m \Omega^2\).
2023-02-28 14:09:18 +01:00
The Bode plots of the obtained dynamics are shown in Figure \ref{fig:rotating_iff_effect_kp}.
2024-04-29 16:25:35 +02:00
One can see that the the two real zeros for \(k_p < m \Omega^2\) are transformed into two complex conjugate zeros for \(k_p > m \Omega^2\).
In that case, the systems shows alternating complex conjugate poles and zeros as what is the case in the non-rotating case.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
Figure \ref{fig:rotating_iff_kp_root_locus} shows the Root Locus plots for \(k_p = 0\), \(k_p < m \Omega^2\) and \(k_p > m \Omega^2\) when \(K_F\) is a pure integrator as in Eq. \eqref{eq:rotating_Kf_pure_int}.
It is shown that if the added stiffness is higher than the maximum negative stiffness, the poles of the closed-loop system are bounded on the (stable) left half-plane, and hence the unconditional stability of IFF is recovered.
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.55\linewidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_effect_kp.png}
\end{center}
\subcaption{\label{fig:rotating_iff_effect_kp}Bode plot of $G_{k}(1,1) = f_u/F_u$ without parallel spring, with parallel spring stiffness $k_p < m \Omega^2$ and $k_p > m \Omega^2$, $\Omega = 0.1 \omega_0$}
\end{subfigure}
\begin{subfigure}{0.44\linewidth}
\begin{center}
2024-04-29 21:05:21 +02:00
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_kp_root_locus.png}
2024-04-29 16:25:35 +02:00
\end{center}
\subcaption{\label{fig:rotating_iff_kp_root_locus}Root Locus for IFF without parallel spring, with small parallel spring and with large parallel spring}
\end{subfigure}
\caption{\label{fig:rotating_iff_plant_effect_kp}Effect of the parallel stiffness on the IFF plant}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
\section{Effect of \(k_p\) on the attainable damping}
2023-02-28 14:09:18 +01:00
Even though the parallel stiffness \(k_p\) has no impact on the open-loop poles (as the overall stiffness \(k\) is kept constant), it has a large impact on the transmission zeros.
Moreover, as the attainable damping is generally proportional to the distance between poles and zeros \cite{preumont18_vibrat_contr_activ_struc_fourt_edition}, the parallel stiffness \(k_p\) is foreseen to have some impact on the attainable damping.
To study this effect, Root Locus plots for several parallel stiffnesses \(k_p > m \Omega^2\) are shown in Figure \ref{fig:rotating_iff_kp_root_locus_effect_kp}.
The frequencies of the transmission zeros of the system are increasing with an increase of the parallel stiffness \(k_p\) (thus getting closer to the poles) and the associated attainable damping is reduced.
Therefore, even though the parallel stiffness \(k_p\) should be larger than \(m \Omega^2\) for stability reasons, it should not be taken too large as this would limit the attainable damping.
This is confirmed by the Figure \ref{fig:rotating_iff_kp_optimal_gain} where the attainable closed-loop damping ratio \(\xi_{\text{cl}}\) and the associated optimal control gain \(g_\text{opt}\) are computed as a function of the parallel stiffness.
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\linewidth}
\begin{center}
\includegraphics[scale=1,scale=1]{figs/rotating_iff_kp_root_locus_effect_kp.png}
\end{center}
\subcaption{\label{fig:rotating_iff_kp_root_locus_effect_kp}Root Locus: Effect of the parallel stiffness on the attainable damping, $\Omega = 0.1 \omega_0$}
\end{subfigure}
\begin{subfigure}{0.49\linewidth}
\begin{center}
\includegraphics[scale=1,scale=0.9]{figs/rotating_iff_kp_optimal_gain.png}
\end{center}
\subcaption{\label{fig:rotating_iff_kp_optimal_gain}Attainable damping ratio $\xi_\text{cl}$ as a function of the parallel stiffness $k_p$. Corresponding control gain $g_\text{opt}$ is also shown. Values for $k_p < m\Omega^2$ are not shown as the system is unstable.}
\end{subfigure}
\caption{\label{fig:rotating_iff_optimal_kp}Effect of the parallel stiffness on the IFF plant}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{Damped plant}
Let's choose a parallel stiffness equal to \(k_p = 2 m \Omega^2\) and compute the damped plant.
2024-04-29 21:05:21 +02:00
The damped and undamped transfer functions from \(F_u\) to \(d_u\) are compared in Figure \ref{fig:rotating_iff_kp_added_hpf_damped_plant}.
2023-02-28 14:09:18 +01:00
Even though the two resonances are well damped, the IFF changes the low frequency behavior of the plant which is usually not wanted.
This is due to the fact that ``pure'' integrators are used, and that the low frequency loop gains becomes large below some frequency.
2024-04-29 16:25:35 +02:00
In order to lower the low frequency gain, a high pass filter is added to the IFF controller (which is equivalent as shifting the controller pole to the left in the complex plane):
2023-02-28 14:09:18 +01:00
\begin{equation}
K_{\text{IFF}}(s) = g\frac{1}{\omega_i + s} \begin{bmatrix}
1 & 0 \\
0 & 1
\end{bmatrix}
\end{equation}
2024-04-29 16:25:35 +02:00
In order to see how the high pass filter impacts the attainable damping, the controller gain \(g\) is kept constant while \(\omega_i\) is changed, and the minimum damping ratio of the damped plant is computed.
2023-02-28 14:09:18 +01:00
The obtained damping ratio as a function of \(\omega_i/\omega_0\) (where \(\omega_0\) is the resonance of the system without rotation) is shown in Figure \ref{fig:rotating_iff_kp_added_hpf_effect_damping}.
2024-04-29 16:25:35 +02:00
It is shown that the attainable damping ratio reduces as \(\omega_i\) is increased (same conclusion than in Section \ref{sec:rotating_iff_pseudo_int}).
Let's choose \(\omega_i = 0.1 \cdot \omega_0\) and compare the obtained damped plant again with the undamped and with the ``pure'' IFF in Figure \ref{fig:rotating_iff_kp_added_hpf_damped_plant}.
The added high pass filter gives almost the same damping properties to the suspension while giving good low frequency behavior.
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.34\linewidth}
\begin{center}
\includegraphics[scale=1,scale=0.95]{figs/rotating_iff_kp_added_hpf_effect_damping.png}
\end{center}
\subcaption{\label{fig:rotating_iff_kp_added_hpf_effect_damping}Reduced damping ratio with increased cut-off frequency $\omega_i$}
\end{subfigure}
\begin{subfigure}{0.65\linewidth}
\begin{center}
\includegraphics[scale=1,scale=0.95]{figs/rotating_iff_kp_added_hpf_damped_plant.png}
\end{center}
\subcaption{\label{fig:rotating_iff_kp_added_hpf_damped_plant}Damped plant with the parallel stiffness, effect of the added HPF}
\end{subfigure}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_iff_optimal_hpf}Effect of the high pass filter cut-off frequency on the obtained damping}
2023-02-28 14:09:18 +01:00
\end{figure}
\chapter{Relative Damping Control}
\label{sec:rotating_relative_damp_control}
2024-04-29 16:25:35 +02:00
In order to apply a ``Relative Damping Control'' strategy, relative motion sensors are added in parallel with the actuators as shown in Figure \ref{fig:rotating_3dof_model_schematic_rdc}.
2023-02-28 14:09:18 +01:00
Two controllers \(K_d\) are used to fed back the relative motion to the actuator.
2024-04-29 16:25:35 +02:00
These controllers are in principle pure derivators (\(K_d = s\)), but to be implemented in practice they are usually replaced by a high pass filter \eqref{eq:rotating_rdc_controller}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_rdc_controller}
K_d(s) = g \cdot \frac{s}{s + \omega_d}
2023-02-28 14:09:18 +01:00
\end{equation}
\begin{figure}[htbp]
\centering
2024-04-29 16:25:35 +02:00
\includegraphics[scale=1,scale=0.8]{figs/rotating_3dof_model_schematic_rdc.png}
2023-02-28 14:09:18 +01:00
\caption{\label{fig:rotating_3dof_model_schematic_rdc}System with relative motion sensor and decentralized ``relative damping control'' applied.}
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{Equations of motion}
2024-04-29 16:25:35 +02:00
Let's note \(\bm{G}_d\) the transfer function between actuator forces and measured relative motion in parallel with the actuators \eqref{eq:rotating_rdc_plant_matrix}.
The elements of \(\bm{G}_d\) were derived in Section \ref{sec:rotating_system_description} are shown in \eqref{eq:rotating_rdc_plant_elements}.
\begin{equation}\label{eq:rotating_rdc_plant_matrix}
2023-02-28 14:09:18 +01:00
\begin{bmatrix} d_u \\ d_v \end{bmatrix} = \mathbf{G}_d \begin{bmatrix} F_u \\ F_v \end{bmatrix}
\end{equation}
2024-04-29 16:25:35 +02:00
\begin{subequations}\label{eq:rotating_rdc_plant_elements}
2023-02-28 14:09:18 +01:00
\begin{align}
\mathbf{G}_{d}(1,1) &= \mathbf{G}_{d}(2,2) = \frac{\frac{1}{k} \left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)}{\left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2} \\
\mathbf{G}_{d}(1,2) &= -\mathbf{G}_{d}(2,1) = \frac{\frac{1}{k} \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)}{\left( \frac{s^2}{{\omega_0}^2} + 2 \xi \frac{s}{\omega_0} + 1 - \frac{{\Omega}^2}{{\omega_0}^2} \right)^2 + \left( 2 \frac{\Omega}{\omega_0} \frac{s}{\omega_0} \right)^2}
\end{align}
\end{subequations}
2024-04-29 16:25:35 +02:00
Neglecting the damping for simplicity (\(\xi \ll 1\)), the direct terms have two complex conjugate zeros which are between the two pairs of complex conjugate poles \eqref{eq:rotating_rdc_zeros_poles}.
Therefore, for \(\Omega < \sqrt{k/m}\) (i.e. stable system), the transfer functions for Relative Damping Control have alternating complex conjugate poles and zeros.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{equation}\label{eq:rotating_rdc_zeros_poles}
z = \pm j \sqrt{\omega_0^2 - \omega^2}, \quad p_1 = \pm j (\omega_0 - \omega), \quad p_2 = \pm j (\omega_0 + \omega)
\end{equation}
2023-02-28 14:09:18 +01:00
\section{Decentralized Relative Damping Control}
2024-04-29 16:25:35 +02:00
The transfer functions from \([F_u,\ F_v]\) to \([d_u,\ d_v]\) were identified for several rotating velocities in Section \ref{sec:rotating_system_description} and are shown in Figure \ref{fig:rotating_bode_plot} (page \pageref{fig:rotating_bode_plot}).
2023-02-28 14:09:18 +01:00
In order to see if large damping can be added with Relative Damping Control, the root locus is computed (Figure \ref{fig:rotating_rdc_root_locus}).
2024-04-29 16:25:35 +02:00
The closed-loop system is unconditionally stable as expected and the poles can be damped as much as wanted.
2023-02-28 14:09:18 +01:00
Let's select a reasonable ``Relative Damping Control'' gain, and compute the closed-loop damped system.
The open-loop and damped plants are compared in Figure \ref{fig:rotating_rdc_damped_plant}.
The rotating aspect does not add any complexity for the use of Relative Damping Control.
It does not increase the low frequency coupling as compared to Integral Force Feedback.
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\linewidth}
\begin{center}
\includegraphics[scale=1,scale=1]{figs/rotating_rdc_root_locus.png}
\end{center}
\subcaption{\label{fig:rotating_rdc_root_locus}Root Locus for Relative Damping Control}
\end{subfigure}
\begin{subfigure}{0.49\linewidth}
\begin{center}
\includegraphics[scale=1,scale=0.8]{figs/rotating_rdc_damped_plant.png}
\end{center}
\subcaption{\label{fig:rotating_rdc_damped_plant}Damped plant using Relative Damping Control}
\end{subfigure}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_rdc_result}Relative Damping Control. Root Locus (\subref{fig:rotating_rdc_root_locus}) and obtained damped plant (\subref{fig:rotating_rdc_damped_plant})}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\chapter{Comparison of Active Damping Techniques}
\label{sec:rotating_comp_act_damp}
These two proposed IFF modifications as well as relative damping control are now compared in terms of added damping and closed-loop behavior.
For the following comparisons, the cut-off frequency for the added HPF is set to \(\omega_i = 0.1 \omega_0\) and the stiffness of the parallel springs is set to \(k_p = 5 m \Omega^2\) (corresponding to \(\alpha = 0.05\)).
These values are chosen based on previous discussion about optimal parameters.
2024-04-29 16:25:35 +02:00
\section{Root Locus}
2023-02-28 14:09:18 +01:00
Figure \ref{fig:rotating_comp_techniques_root_locus} shows the Root Locus plots for the two proposed IFF modifications as well as for relative damping control.
While the two pairs of complex conjugate open-loop poles are identical for both IFF modifications, the transmission zeros are not.
This means that the closed-loop behavior of both systems will differ when large control gains are used.
One can observe that the closed loop poles corresponding to the system with added springs (in red) are bounded to the left half plane implying unconditional stability.
This is not the case for the system where the controller is augmented with an HPF (in blue).
2024-04-29 16:25:35 +02:00
It is interesting to note that the maximum added damping is very similar for both modified IFF techniques.
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_comp_techniques_root_locus.png}
\end{center}
\subcaption{\label{fig:rotating_comp_techniques_root_locus}Root Locus}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_comp_techniques_dampled_plants.png}
\end{center}
\subcaption{\label{fig:rotating_comp_techniques_dampled_plants}Damped plants}
\end{subfigure}
\caption{\label{fig:rotating_comp_techniques}Comparison of active damping techniques for rotating platform}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{Obtained Damped Plant}
The actively damped plants are computed for the three techniques and compared in Figure \ref{fig:rotating_comp_techniques_dampled_plants}.
2024-04-29 16:25:35 +02:00
It is shown that while the diagonal (direct) terms of the damped plants are similar for the three active damping techniques, the off-diagonal (coupling) terms are not.
Integral Force Feedback strategy is adding some coupling at low frequency which may negatively impact the positioning performance.
2023-02-28 14:09:18 +01:00
\section{Transmissibility And Compliance}
The proposed active damping techniques are now compared in terms of closed-loop transmissibility and compliance.
The transmissibility is here defined as the transfer function from a displacement of the rotating stage along \(\vec{i}_x\) to the displacement of the payload along the same direction.
It is used to characterize how much vibration is transmitted through the suspended platform to the payload.
The compliance describes the displacement response of the payload to external forces applied to it.
This is a useful metric when disturbances are directly applied to the payload.
It is here defined as the transfer function from external forces applied on the payload along \(\vec{i}_x\) to the displacement of the payload along the same direction.
2024-04-29 16:25:35 +02:00
Very similar results are obtained for the two proposed IFF modifications in terms of transmissibility and compliance (Figure \ref{fig:rotating_comp_techniques_trans_compliance}).
2023-02-28 14:09:18 +01:00
Using IFF degrades the compliance at low frequency while using relative damping control degrades the transmissibility at high frequency.
This is very well known characteristics of these common active damping techniques that holds when applied to rotating platforms.
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_comp_techniques_transmissibility.png}
\end{center}
\subcaption{\label{fig:rotating_comp_techniques_transmissibility}Transmissibility}
\end{subfigure}
\begin{subfigure}{0.49\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_comp_techniques_compliance.png}
\end{center}
\subcaption{\label{fig:rotating_comp_techniques_compliance}Compliance}
\end{subfigure}
\caption{\label{fig:rotating_comp_techniques_trans_compliance}Comparison of the obtained transmissibilty (\subref{fig:rotating_comp_techniques_transmissibility}) and compliance (\subref{fig:rotating_comp_techniques_compliance}) for the three tested active damping techniques}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\chapter{Rotating Nano-Hexapod}
\label{sec:rotating_nano_hexapod}
2024-04-29 16:25:35 +02:00
The previous analysis is now applied on a model representing the rotating nano-hexapod.
Three nano-hexapod stiffnesses are tested as for the uniaxial model: \(k_n = \SI{0.01}{\N\per\mu\m}\), \(k_n = \SI{1}{\N\per\mu\m}\) and \(k_n = \SI{100}{\N\per\mu\m}\).
Only the maximum rotating velocity is here considered (\(\Omega = \SI{60}{rpm}\)) with the light sample (\(m_s = \SI{1}{kg}\)) as this is the worst identified case scenario in terms of gyroscopic effects.
2023-02-28 14:09:18 +01:00
\section{Nano-Active-Stabilization-System - Plant Dynamics}
For the NASS, the maximum rotating velocity is \(\Omega = \SI[parse-numbers=false]{2\pi}{\radian\per\s}\) for a suspended mass on top of the nano-hexapod's actuators equal to \(m_n + m_s = \SI{16}{\kilo\gram}\).
The parallel stiffness corresponding to the centrifugal forces is \(m \Omega^2 \approx \SI{0.6}{\newton\per\mm}\).
The transfer functions from nano-hexapod actuator force \(F_u\) to the displacement of the nano-hexapod in the same direction \(d_u\) as well as in the orthogonal direction \(d_v\) (coupling) are shown in Figure \ref{fig:rotating_nano_hexapod_dynamics} for all three considered nano-hexapod stiffnesses.
2024-04-29 16:25:35 +02:00
The soft nano-hexapod is the most affected by the rotation.
2024-04-29 21:05:21 +02:00
This can be seen by the large shift of the resonance frequencies, and by the induced coupling which is larger than for the stiffer nano-hexapods.
The coupling (or interaction) in a MIMO \(2 \times 2\) system can be visually estimated as the ratio between the diagonal term and the off-diagonal terms (see corresponding Appendix).
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nano_hexapod_dynamics_vc.png}
\end{center}
\subcaption{\label{fig:uniaxial_damped_plant_three_active_damping_techniques_vc}$k_n = 0.01\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nano_hexapod_dynamics_md.png}
\end{center}
\subcaption{\label{fig:rotating_nano_hexapod_dynamics_md}$k_n = 1\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nano_hexapod_dynamics_pz.png}
\end{center}
\subcaption{\label{fig:rotating_nano_hexapod_dynamics_pz}$k_n = 100\,N/\mu m$}
\end{subfigure}
\caption{\label{fig:rotating_nano_hexapod_dynamics}Effect of rotation on the nano-hexapod dynamics. Dashed lines are the plants without rotation, solid lines are plants at maximum rotating velocity (\(\Omega = 60\,\text{rpm}\)), and shaded lines are coupling terms at maximum rotating velocity}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
\section{Optimal IFF with High Pass Filter}
2024-04-29 21:05:21 +02:00
Integral Force Feedback with an added High Pass Filter is applied to the three nano-hexapods.
2024-04-29 16:25:35 +02:00
First, the parameters (\(\omega_i\) and \(g\)) of the IFF controller that yield best simultaneous damping are determined from Figure \ref{fig:rotating_iff_hpf_nass_optimal_gain}.
2023-02-28 14:09:18 +01:00
The IFF parameters are chosen as follow:
\begin{itemize}
2024-04-29 16:25:35 +02:00
\item for \(k_n = \SI{0.01}{\N\per\mu\m}\) (Figure \ref{fig:rotating_iff_hpf_nass_optimal_gain}): \(\omega_i\) is chosen such that the maximum damping is achieved while the gain is less than half of the maximum gain at which the system is unstable.
2023-02-28 14:09:18 +01:00
This is done to have some control robustness.
2024-04-29 16:25:35 +02:00
\item for \(k_n = \SI{1}{\N\per\mu\m}\) and \(k_n = \SI{100}{\N\per\mu\m}\) (Figure \ref{fig:rotating_iff_hpf_nass_optimal_gain_md} and \ref{fig:rotating_iff_hpf_nass_optimal_gain_pz}): the largest \(\omega_i\) is chosen such that obtained damping is \(\SI{95}{\percent}\) of the maximum achievable damping.
2023-02-28 14:09:18 +01:00
Large \(\omega_i\) is chosen here to limit the loss of compliance and the increase of coupling at low frequency as was shown in Section \ref{sec:rotating_iff_pseudo_int}.
\end{itemize}
2024-04-29 16:25:35 +02:00
The obtained IFF parameters and the achievable damping are visually shown by large dots in Figure \ref{fig:rotating_iff_hpf_nass_optimal_gain} and are summarized in Table \ref{tab:rotating_iff_hpf_opt_iff_hpf_params_nass}.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
\begin{figure}[htbp]
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_hpf_nass_optimal_gain_vc.png}
\end{center}
\subcaption{\label{fig:rotating_iff_hpf_nass_optimal_gain_vc}$k_n = 0.01\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_hpf_nass_optimal_gain_md.png}
\end{center}
\subcaption{\label{fig:rotating_iff_hpf_nass_optimal_gain_md}$k_n = 1\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_iff_hpf_nass_optimal_gain_pz.png}
\end{center}
\subcaption{\label{fig:rotating_iff_hpf_nass_optimal_gain_pz}$k_n = 100\,N/\mu m$}
\end{subfigure}
\caption{\label{fig:rotating_iff_hpf_nass_optimal_gain}For each value of \(\omega_i\), the maximum damping ratio \(\xi\) is computed (blue) and the corresponding controller gain is shown (in red). The choosen controller parameters used for further analysis are shown by the large dots.}
\end{figure}
2023-02-28 14:09:18 +01:00
\begin{table}[htbp]
2024-04-29 16:25:35 +02:00
\caption{\label{tab:rotating_iff_hpf_opt_iff_hpf_params_nass}Obtained optimal parameters (\(\omega_i\) and \(g\)) for the modified IFF controller including a high pass filter. The corresponding achievable simultaneous damping of the two modes \(\xi\) is also shown.}
2023-02-28 14:09:18 +01:00
\centering
2024-04-29 16:25:35 +02:00
\begin{tabularx}{0.4\linewidth}{Xccc}
2023-02-28 14:09:18 +01:00
\toprule
2024-04-29 16:25:35 +02:00
\(k_n\) & \(\omega_i\) & \(g\) & \(\xi_\text{opt}\)\\
2023-02-28 14:09:18 +01:00
\midrule
2024-04-29 16:25:35 +02:00
\(0.01\,N/\mu m\) & 7.3 & 51 & 0.45\\
\(1\,N/\mu m\) & 39 & 427 & 0.93\\
\(100\,N/\mu m\) & 500 & 3775 & 0.94\\
2023-02-28 14:09:18 +01:00
\bottomrule
\end{tabularx}
\end{table}
\section{Optimal IFF with Parallel Stiffness}
2024-04-29 16:25:35 +02:00
For each considered nano-hexapod stiffness, the parallel stiffness \(k_p\) is varied from \(k_{p,\text{min}} = m\Omega^2\) (the minimum stiffness that yields unconditional stability) to \(k_{p,\text{max}} = k_n\) (the total nano-hexapod stiffness).
In order to keep the overall stiffness constant, the actuator stiffness \(k_a\) is decreased when \(k_p\) is increased (\(k_a = k_n - k_p\), with \(k_n\) the total nano-hexapod stiffness).
A high pass filter is also added to limit the low frequency gain with a cut-off frequency \(\omega_i\) equal to one tenth of the system resonance (\(\omega_i = \omega_0/10\)).
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
The achievable maximum simultaneous damping of all the modes is computed as a function of the parallel stiffnesses (Figure \ref{fig:rotating_iff_kp_nass_optimal_gain}).
2024-04-29 21:05:21 +02:00
It is shown that the soft nano-hexapod cannot yield good damping as the parallel stiffness cannot be made large enough compared to the negative stiffness induced by the rotation.
For the two stiff options, the achievable damping decreases when the parallel stiffness is chosen too high as explained in Section \ref{sec:rotating_iff_parallel_stiffness}.
Such behavior can be explain by the fact that the achievable damping can be approximated by the distance between the open-loop pole and the open-loop zero \cite[chapt 7.2]{preumont18_vibrat_contr_activ_struc_fourt_edition}.
This distance is larger for stiff nano-hexapod as the open-loop pole will be at higher frequencies while the open-loop zero, which depends on the value of the parallel stiffness, can only be made large for stiff nano-hexapods.
2024-04-29 16:25:35 +02:00
Let's choose \(k_p = 1\,N/mm\), \(k_p = 0.01\,N/\mu m\) and \(k_p = 1\,N/\mu m\) for the three considered nano-hexapods.
The corresponding optimal controller gains and achievable damping are summarized in Table \ref{tab:rotating_iff_kp_opt_iff_kp_params_nass}.
\begin{minipage}[t]{0.49\linewidth}
\begin{center}
\includegraphics[scale=1,width=\linewidth]{figs/rotating_iff_kp_nass_optimal_gain.png}
\captionof{figure}{\label{fig:rotating_iff_kp_nass_optimal_gain}Maximum damping \(\xi\) as a function of the parallel stiffness \(k_p\)}
\end{center}
\end{minipage}
\hfill
\begin{minipage}[b]{0.45\linewidth}
\begin{center}
\captionof{table}{\label{tab:rotating_iff_kp_opt_iff_kp_params_nass}Obtained optimal parameters for the IFF controller when using parallel stiffnesses}
\begin{tabularx}{\linewidth}{Xccc}
2023-02-28 14:09:18 +01:00
\toprule
2024-04-29 16:25:35 +02:00
\(k_n\) & \(k_p\) & \(g\) & \(\xi_{\text{opt}}\)\\
2023-02-28 14:09:18 +01:00
\midrule
2024-04-29 16:25:35 +02:00
\(0.01\,N/\mu m\) & \(1\,N/mm\) & 47.9 & 0.44\\
\(1\,N/\mu m\) & \(0.01\,N/\mu m\) & 465.57 & 0.97\\
\(100\,N/\mu m\) & \(1\,N/\mu m\) & 4624.25 & 0.99\\
2023-02-28 14:09:18 +01:00
\bottomrule
\end{tabularx}
2024-04-29 16:25:35 +02:00
\end{center}
\end{minipage}
2023-02-28 14:09:18 +01:00
\section{Optimal Relative Motion Control}
2024-04-29 16:25:35 +02:00
For each considered nano-hexapod stiffness, relative damping control is applied and the achievable damping ratio as a function of the controller gain is computed (Figure \ref{fig:rotating_rdc_optimal_gain}).
The gain is chosen is chosen such that 99\% of modal damping is obtained (obtained gains are summarized in Table \ref{tab:rotating_rdc_opt_params_nass}).
\begin{minipage}[t]{0.49\linewidth}
\begin{center}
\includegraphics[scale=1,width=\linewidth]{figs/rotating_rdc_optimal_gain.png}
\captionof{figure}{\label{fig:rotating_rdc_optimal_gain}Maximum damping \(\xi\) as a function of the RDC gain \(g\)}
\end{center}
\end{minipage}
\hfill
\begin{minipage}[b]{0.45\linewidth}
\begin{center}
\captionof{table}{\label{tab:rotating_rdc_opt_params_nass}Obtained optimal parameters for the RDC}
\begin{tabularx}{0.8\linewidth}{Xcc}
\toprule
\(k_n\) & \(g\) & \(\xi_{\text{opt}}\)\\
\midrule
\(0.01\,N/\mu m\) & 1600 & 0.99\\
\(1\,N/\mu m\) & 8200 & 0.99\\
\(100\,N/\mu m\) & 80000 & 0.99\\
\bottomrule
\end{tabularx}
\end{center}
\end{minipage}
2023-02-28 14:09:18 +01:00
\section{Comparison of the obtained damped plants}
2024-04-29 21:05:21 +02:00
Now that optimal parameters for the three considered active damping techniques have been determined, the obtained damped plants are computed and compared in Figure \ref{fig:rotating_nass_damped_plant_comp}.
2023-02-28 14:09:18 +01:00
Similarly to what was concluded in previous analysis:
\begin{itemize}
2024-04-29 21:05:21 +02:00
\item \acrshort{iff} adds coupling below the resonance frequency as compared to the open-loop and \acrshort{rdc} cases
\item All three methods are yielding good damping, except for \acrshort{iff} applied on the soft nano-hexapod
2023-02-28 14:09:18 +01:00
\item Coupling is smaller for stiff nano-hexapods
\end{itemize}
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_damped_plant_comp_vc.png}
\end{center}
\subcaption{\label{fig:rotating_nass_damped_plant_comp_vc}$k_n = 0.01\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_damped_plant_comp_md.png}
\end{center}
\subcaption{\label{fig:rotating_nass_damped_plant_comp_md}$k_n = 1\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_damped_plant_comp_pz.png}
\end{center}
\subcaption{\label{fig:rotating_nass_damped_plant_comp_pz}$k_n = 100\,N/\mu m$}
\end{subfigure}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_nass_damped_plant_comp}Comparison of the damped plants for the three proposed active damping techniques (IFF with HPF in blue, IFF with \(k_p\) in red and RDC in yellow). The direct terms are shown by the solid lines and coupling terms are shown by the shaded lines. Three nano-hexapod stiffnesses are considered. For this analysis the rotating velocity is \(\Omega = 60\,\text{rpm}\) and the suspended mass is \(m_n + m_s = \SI{16}{\kg}\).}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\chapter{Nano-Active-Stabilization-System with rotation}
\label{sec:rotating_nass}
2024-04-29 21:05:21 +02:00
Up until now, the model used to study gyroscopic effects consisted of an infinitely stiff rotating stage with a X-Y suspended stage on top.
2023-02-28 14:09:18 +01:00
While quite simplistic, this allowed to study the effects of rotation and the associated limitations when active damping is to be applied.
In this section, the limited compliance of the micro-station is taken into account as well as the rotation of the spindle.
2024-04-29 21:05:21 +02:00
\section{Nano Active Stabilization System model}
In order to have a more realistic dynamics model of the NASS, the 2-DoF nano-hexapod (modelled as shown in Figure \ref{fig:rotating_3dof_model_schematic}) is now located on top of a model of the micro-station including (see Figure \ref{fig:rotating_nass_model} for a 3D view):
2023-02-28 14:09:18 +01:00
\begin{itemize}
\item the floor whose motion is imposed
2024-04-29 21:05:21 +02:00
\item a 2-DoF granite (\(k_{g,x} = k_{g,y} = \SI{950}{\N\per\mu\m}\), \(m_g = \SI{2500}{\kg}\))
\item a 2-DoF \(T_y\) stage (\(k_{t,x} = k_{t,y} = \SI{520}{\N\per\mu\m}\), \(m_t = \SI{600}{\kg}\))
2023-02-28 14:09:18 +01:00
\item a spindle (vertical rotation) stage whose rotation is imposed (\(m_s = \SI{600}{\kg}\))
2024-04-29 21:05:21 +02:00
\item a 2-DoF micro-hexapod (\(k_{h,x} = k_{h,y} = \SI{61}{\N\per\mu\m}\), \(m_h = \SI{15}{\kg}\))
2023-02-28 14:09:18 +01:00
\end{itemize}
A payload is rigidly fixed to the nano-hexapod and the \(x,y\) motion of the payload is measured with respect to the granite.
\begin{figure}[htbp]
\centering
2024-04-29 21:05:21 +02:00
\includegraphics[scale=1,scale=0.7]{figs/rotating_nass_model.png}
2023-02-28 14:09:18 +01:00
\caption{\label{fig:rotating_nass_model}3D view of the Nano-Active-Stabilization-System model.}
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\section{System dynamics}
2024-04-29 21:05:21 +02:00
The dynamics of the un-damped and damped plants are identified using the optimal parameters found in Section \ref{sec:rotating_nano_hexapod}.
The obtained dynamics are compared in Figure \ref{fig:rotating_nass_plant_comp_stiffness} in which the direct terms are shown by the solid curves while the coupling terms are shown by the shaded ones.
It can be observed that:
2023-02-28 14:09:18 +01:00
\begin{itemize}
2024-04-29 21:05:21 +02:00
\item The coupling (quantified by the ratio between the off-diagonal and direct terms) is higher for the soft nano-hexapod
2023-02-28 14:09:18 +01:00
\item Damping added by the three proposed techniques is quite high and the obtained plant is rather easy to control
\item There is some coupling between nano-hexapod and micro-station dynamics for the stiff nano-hexapod (mode at 200Hz)
\item The two proposed IFF modification yields similar results
\end{itemize}
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_plant_comp_stiffness_vc.png}
\end{center}
\subcaption{\label{fig:rotating_nass_plant_comp_stiffness_vc}$k_n = 0.01\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_plant_comp_stiffness_md.png}
\end{center}
\subcaption{\label{fig:rotating_nass_plant_comp_stiffness_md}$k_n = 1\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_plant_comp_stiffness_pz.png}
\end{center}
\subcaption{\label{fig:rotating_nass_plant_comp_stiffness_pz}$k_n = 100\,N/\mu m$}
\end{subfigure}
2023-02-28 14:09:18 +01:00
\caption{\label{fig:rotating_nass_plant_comp_stiffness}Bode plot of the transfer function from nano-hexapod actuator to measured motion by the external metrology}
\end{figure}
\section{Effect of disturbances}
2024-04-29 21:05:21 +02:00
The effect of three disturbances are considered (as for the uniaxial model), floor motion \([x_{f,x},\ x_{f,y}]\) (Figure \ref{fig:rotating_nass_effect_floor_motion}), micro-Station vibrations \([f_{t,x},\ f_{t,y}]\) (Figure \ref{fig:rotating_nass_effect_stage_vibration}) and direct forces applied on the sample \([f_{s,x},\ f_{s,y}]\) (Figure \ref{fig:rotating_nass_effect_direct_forces}).
Note that only the transfer function from the disturbances in the \(x\) direction to the relative position \(d_x\) between the sample and the granite in the \(x\) direction are displayed as the transfer functions in the \(y\) direction are the same due to the system symmetry.
2023-02-28 14:09:18 +01:00
Conclusions are similar than with the uniaxial (non-rotating) model:
\begin{itemize}
\item Regarding the effect of floor motion and forces applied on the payload:
\begin{itemize}
2024-04-29 21:05:21 +02:00
\item The stiffer, the better. This can be seen in Figures \ref{fig:rotating_nass_effect_floor_motion} and \ref{fig:rotating_nass_effect_direct_forces} where the magnitudes for the stiff-hexapod are lower than for the soft one
\item \acrshort{iff} degrades the performance at low frequency compared to \acrshort{rdc}
2023-02-28 14:09:18 +01:00
\end{itemize}
\item Regarding the effect of micro-station vibrations:
\begin{itemize}
2024-04-29 21:05:21 +02:00
\item Having a soft nano-hexapod allows to filter these vibrations between the suspensions modes of the nano-hexapod and some flexible modes of the micro-station. Using relative damping control reduces this filtering (Figure \ref{fig:rotating_nass_effect_stage_vibration_vc}).
2023-02-28 14:09:18 +01:00
\end{itemize}
\end{itemize}
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_floor_motion_vc.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_floor_motion_vc}$k_n = 0.01\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_floor_motion_md.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_floor_motion_md}$k_n = 1\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_floor_motion_pz.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_floor_motion_pz}$k_n = 100\,N/\mu m$}
\end{subfigure}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_nass_effect_floor_motion}Effect of floor motion \(x_{f,x}\) on the position error \(d_x\) - Comparison of active damping techniques for the three nano-hexapod stiffnesses. IFF is shown to increase the sensitivity to floor motion at low frequency.}
2023-02-28 14:09:18 +01:00
\end{figure}
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_stage_vibration_vc.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_stage_vibration_vc}$k_n = 0.01\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_stage_vibration_md.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_stage_vibration_md}$k_n = 1\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_stage_vibration_pz.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_stage_vibration_pz}$k_n = 100\,N/\mu m$}
\end{subfigure}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_nass_effect_stage_vibration}Effect of micro-station vibrations \(f_{t,x}\) on the position error \(d_x\) - Comparison of active damping techniques for the three nano-hexapod stiffnesses. Relative Damping Control increases the sensitivity to micro-station vibrations between the soft nano-hexapod suspension modes and the micro-station modes (\subref{fig:rotating_nass_effect_stage_vibration_vc})}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
2023-02-28 14:09:18 +01:00
\begin{figure}[htbp]
2024-04-29 16:25:35 +02:00
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_direct_forces_vc.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_direct_forces_vc}$k_n = 0.01\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_direct_forces_md.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_direct_forces_md}$k_n = 1\,N/\mu m$}
\end{subfigure}
\begin{subfigure}{0.33\textwidth}
\begin{center}
\includegraphics[scale=1,width=0.95\linewidth]{figs/rotating_nass_effect_direct_forces_pz.png}
\end{center}
\subcaption{\label{fig:rotating_nass_effect_direct_forces_pz}$k_n = 100\,N/\mu m$}
\end{subfigure}
2024-04-29 21:05:21 +02:00
\caption{\label{fig:rotating_nass_effect_direct_forces}Effect of sample forces \(f_{s,x}\) on the position error \(d_x\) - Comparison of active damping techniques for the three nano-hexapod stiffnesses. Integral Force Feedback degrades this compliance at low frequency.}
2023-02-28 14:09:18 +01:00
\end{figure}
2024-04-29 16:25:35 +02:00
\chapter*{Conclusion}
2024-04-29 21:05:21 +02:00
In this study, the gyroscopic effects induced by the spindle's rotation have been studied using a simplified model (Section \ref{sec:rotating_system_description}).
Decentralized \acrlong{iff} with pure integrators was shown to be unstable when applied to rotating platforms (Section \ref{sec:rotating_iff_pure_int}).
Two modifications of the classical \acrshort{iff} control have been proposed to overcome this issue.
2023-02-28 14:09:18 +01:00
2024-04-29 16:25:35 +02:00
The first modification concerns the controller and consists of adding a high pass filter to the pure integrators.
This is equivalent to moving the controller pole to the left along the real axis.
2023-02-28 14:09:18 +01:00
This allows the closed loop system to be stable up to some value of the controller gain (Section \ref{sec:rotating_iff_pseudo_int}).
The second proposed modification concerns the mechanical system.
Additional springs are added in parallel with the actuators and force sensors.
2024-04-29 21:05:21 +02:00
It was shown that if the stiffness \(k_p\) of the additional springs is larger than the negative stiffness \(m \Omega^2\) induced by centrifugal forces, the classical decentralized \acrshort{iff} regains its unconditional stability property (Section \ref{sec:rotating_iff_parallel_stiffness}).
2023-02-28 14:09:18 +01:00
2024-04-29 21:05:21 +02:00
These two modifications were compared with \acrlong{rdc} in Section \ref{sec:rotating_comp_act_damp}.
2023-02-28 14:09:18 +01:00
While having very different implementations, both proposed modifications were found to be very similar when it comes to the attainable damping and the obtained closed loop system behavior.
2024-04-29 21:05:21 +02:00
Then, this study has been applied to a rotating platform that corresponds to the nano-hexapod parameters (Section \ref{sec:rotating_nano_hexapod}).
As for the uniaxial model, three nano-hexapod stiffness are considered.
The dynamics of the soft nano-hexapod (\(k_n = 0.01\,N/\mu m\)) was shown to be more depend on the rotation velocity (higher coupling and change of dynamics due to gyroscopic effects).
Also, the attainable damping ratio of the soft nano-hexapod when using \acrshort{iff} is limited by gyroscopic effects.
To be closer to the \acrlong{nass} dynamics, the limited compliance of the micro-station has been taken into account (Section \ref{sec:rotating_nass}).
Results are similar to that of the uniaxial model except that come complexity is added for the soft nano-hexapod due to the spindle's rotation.
For the moderately stiff nano-hexapod (\(k_n = 1\,N/\mu m\)), the gyroscopic effects are only slightly affecting the system dynamics, and therefore could represent a good alternative to the soft nano-hexapod that was showing better results with the uniaxial model.
2024-04-29 16:25:35 +02:00
2024-03-19 15:07:41 +01:00
\printbibliography[heading=bibintoc,title={Bibliography}]
2024-04-29 16:25:35 +02:00
\printglossaries
2023-02-28 14:09:18 +01:00
\end{document}