.gitignore

@@ -1,260 +1,37 @@
-mat/
+auto/
-figures/
+.auctex-auto/
-ltximg/
+*.tex
+
+nohup.out
+
+**/figs/*.svg
+**/figs/*.tex
+
+# Windows default autosave extension
+*.asv
+
+# OSX / *nix default autosave extension
+*.m~
+
+# Compiled MEX binaries (all platforms)
+*.mex*
+
+# Packaged app and toolbox files
+*.mlappinstall
+*.mltbx
+
+# Generated helpsearch folders
+helpsearch*/
+
+# Simulink code generation folders
 slprj/
-matlab/slprj/
+sccprj/
+
+# Simulink autosave extension
+*.autosave
+
+# Octave session info
+octave-workspace
+
+# Simulink Cache
 *.slxc
-
-
-# ============================================================
-# ============================================================
-# LATEX
-# ============================================================
-# ============================================================
-
-## Core latex/pdflatex auxiliary files:
-*.aux
-*.lof
-*.log
-*.lot
-*.fls
-*.out
-*.toc
-*.fmt
-*.fot
-*.cb
-*.cb2
-.*.lb
-
-## Intermediate documents:
-*.dvi
-*.xdv
-*-converted-to.*
-# these rules might exclude image files for figures etc.
-# *.ps
-# *.eps
-# *.pdf
-
-## Generated if empty string is given at "Please type another file name for output:"
-.pdf
-
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-*.bcf
-*.blg
-*-blx.aux
-*-blx.bib
-*.run.xml
-
-## Build tool auxiliary files:
-*.fdb_latexmk
-*.synctex
-*.synctex(busy)
-*.synctex.gz
-*.synctex.gz(busy)
-*.pdfsync
-
-## Build tool directories for auxiliary files
-# latexrun
-latex.out/
-
-## Auxiliary and intermediate files from other packages:
-# algorithms
-*.alg
-*.loa
-
-# achemso
-acs-*.bib
-
-# amsthm
-*.thm
-
-# beamer
-*.nav
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-
-# changes
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-
-# elsarticle (documentclass of Elsevier journals)
-*.spl
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-# fixme
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-# feynmf/feynmp
-*.mf
-*.mp
-*.t[1-9]
-*.t[1-9][0-9]
-*.tfm
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-#(r)(e)ledmac/(r)(e)ledpar
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-*.eledsec[1-9][0-9]R
-*.eledsec[1-9][0-9][0-9]
-*.eledsec[1-9][0-9][0-9]R
-
-# glossaries
-*.acn
-*.acr
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-*.glo
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-# gnuplottex
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-
-# gregoriotex
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-# hyperref
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-# TODO Comment the next line if you want to keep your tikz graphics files
-*.tikz
-*-tikzDictionary
-
-# listings
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-# minted
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-# pax
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-# sagetex
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-.texpadtmp
-
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-*~[0-9]*
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-# standalone packages
-*.sta

index.org

@@ -1,5 +1,7 @@
 #+TITLE: NASS - Finite Element Models with Simscape
 :DRAWER:
+#+STARTUP: overview
+
 #+LANGUAGE: en
 #+EMAIL: dehaeze.thomas@gmail.com
 #+AUTHOR: Dehaeze Thomas
@@ -10,95 +12,28 @@
 #+HTML_HEAD: <link rel="stylesheet" type="text/css" href="https://research.tdehaeze.xyz/css/style.css"/>
 #+HTML_HEAD: <script type="text/javascript" src="https://research.tdehaeze.xyz/js/script.js"></script>
 
-#+BIND: org-latex-image-default-option "scale=1"
-#+BIND: org-latex-image-default-width ""
-
-#+LaTeX_CLASS: scrreprt
-#+LaTeX_CLASS_OPTIONS: [a4paper, 10pt, DIV=12, parskip=full, bibliography=totoc]
-#+LaTeX_HEADER_EXTRA: \input{preamble.tex}
-#+LATEX_HEADER_EXTRA: \bibliography{nass-fem.bib}
-
-#+BIND: org-latex-bib-compiler "biber"
-
 #+PROPERTY: header-args:matlab  :session *MATLAB*
 #+PROPERTY: header-args:matlab+ :comments org
-#+PROPERTY: header-args:matlab+ :exports none
 #+PROPERTY: header-args:matlab+ :results none
+#+PROPERTY: header-args:matlab+ :exports both
 #+PROPERTY: header-args:matlab+ :eval no-export
-#+PROPERTY: header-args:matlab+ :noweb yes
-#+PROPERTY: header-args:matlab+ :mkdirp yes
 #+PROPERTY: header-args:matlab+ :output-dir figs
 #+PROPERTY: header-args:matlab+ :tangle no
+#+PROPERTY: header-args:matlab+ :mkdirp yes
+
+#+PROPERTY: header-args:shell  :eval no-export
 
 #+PROPERTY: header-args:latex  :headers '("\\usepackage{tikz}" "\\usepackage{import}" "\\import{$HOME/Cloud/tikz/org/}{config.tex}")
 #+PROPERTY: header-args:latex+ :imagemagick t :fit yes
 #+PROPERTY: header-args:latex+ :iminoptions -scale 100% -density 150
 #+PROPERTY: header-args:latex+ :imoutoptions -quality 100
-#+PROPERTY: header-args:latex+ :results file raw replace
+#+PROPERTY: header-args:latex+ :results raw replace :buffer no
-#+PROPERTY: header-args:latex+ :buffer no
-#+PROPERTY: header-args:latex+ :tangle no
 #+PROPERTY: header-args:latex+ :eval no-export
 #+PROPERTY: header-args:latex+ :exports results
 #+PROPERTY: header-args:latex+ :mkdirp yes
 #+PROPERTY: header-args:latex+ :output-dir figs
-#+PROPERTY: header-args:latex+ :post pdf2svg(file=*this*, ext="png")
 :END:
 
-#+begin_export html
-  <hr>
-  <p>This report is also available as a <a href="./nass-fem.pdf">pdf</a>.</p>
-  <hr>
-#+end_export
-
-#+latex: \clearpage
-
-* Build                                                             :noexport:
-#+NAME: startblock
-#+BEGIN_SRC emacs-lisp :results none :tangle no
-(add-to-list 'org-latex-classes
-             '("scrreprt"
-               "\\documentclass{scrreprt}"
-               ("\\chapter{%s}" . "\\chapter*{%s}")
-               ("\\section{%s}" . "\\section*{%s}")
-               ("\\subsection{%s}" . "\\subsection*{%s}")
-               ("\\paragraph{%s}" . "\\paragraph*{%s}")
-               ))
-
-;; Remove automatic org heading labels
-(defun my-latex-filter-removeOrgAutoLabels (text backend info)
-  "Org-mode automatically generates labels for headings despite explicit use of `#+LABEL`. This filter forcibly removes all automatically generated org-labels in headings."
-  (when (org-export-derived-backend-p backend 'latex)
-    (replace-regexp-in-string "\\\\label{sec:org[a-f0-9]+}\n" "" text)))
-(add-to-list 'org-export-filter-headline-functions
-             'my-latex-filter-removeOrgAutoLabels)
-
-;; Remove all org comments in the output LaTeX file
-(defun delete-org-comments (backend)
-  (loop for comment in (reverse (org-element-map (org-element-parse-buffer)
-                                    'comment 'identity))
-        do
-        (setf (buffer-substring (org-element-property :begin comment)
-                                (org-element-property :end comment))
-              "")))
-(add-hook 'org-export-before-processing-hook 'delete-org-comments)
-
-;; Use no package by default
-(setq org-latex-packages-alist nil)
-(setq org-latex-default-packages-alist nil)
-
-;; Do not include the subtitle inside the title
-(setq org-latex-subtitle-separate t)
-(setq org-latex-subtitle-format "\\subtitle{%s}")
-
-(setq org-export-before-parsing-hook '(org-ref-glossary-before-parsing
-                                       org-ref-acronyms-before-parsing))
-#+END_SRC
-
-* Notes                                                             :noexport:
-
-- [ ] Convert this into a standard report
-- [ ] look at the [[file:~/Cloud/research/papers/published/brumund21_multib_simul_reduc_order_flexib_bodies_fea/paper/brumund21_multib_simul_reduc_order_flexib_bodies_fea.pdf][published paper]]
-
 * Introduction                                                        :ignore:
 
 In this document, Finite Element Models (FEM) of parts of the Nano-Hexapod are developed and integrated into Simscape for dynamical analysis.
@@ -129,67 +64,60 @@ The remote point used are also shown in this figure.
 
 #+name: fig:apa300ml_ansys
 #+caption: Ansys FEM of the APA300ML
-#+attr_latex: :width 0.7\linewidth
 [[file:figs/apa300ml_ansys.jpg]]
 
 ** Matlab Init                                             :noexport:ignore:
 #+begin_src matlab :tangle no :exports none :results silent :noweb yes :var current_dir=(file-name-directory buffer-file-name)
-<<matlab-dir>>
+  <<matlab-dir>>
 #+end_src
 
 #+begin_src matlab :exports none :results silent :noweb yes
-<<matlab-init>>
+  <<matlab-init>>
 #+end_src
 
 #+begin_src matlab :tangle no
-addpath('matlab/');
+  addpath('matlab/');
-addpath('matlab/APA300ML/');
+  addpath('matlab/APA300ML/');
 #+end_src
 
 #+begin_src matlab :eval no
-addpath('APA300ML/');
+  addpath('APA300ML/');
 #+end_src
 
 #+begin_src matlab
-% open('APA300ML.slx');
+  open('APA300ML.slx');
 #+end_src
 
 ** Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates
 We first extract the stiffness and mass matrices.
 #+begin_src matlab
-K = readmatrix('APA300ML_mat_K.CSV');
+  K = readmatrix('APA300ML_mat_K.CSV');
-M = readmatrix('APA300ML_mat_M.CSV');
+  M = readmatrix('APA300ML_mat_M.CSV');
 #+end_src
 
 #+begin_src matlab :exports results :results value table replace :tangle no
-data2orgtable(K(1:10, 1:10), {}, {}, ' %.1g ');
+  data2orgtable(K(1:10, 1:10), {}, {}, ' %.1g ');
 #+end_src
 
-#+name: tab:APA300ML_mat_K
 #+caption: First 10x10 elements of the Stiffness matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
-| 200000000 |    30000 |  -20000 |     -70 | 300000 |    40 |  10000000 |    10000 |   -6000 |     30 |
+| 200000000.0 |    30000.0 |  -20000.0 |     -70.0 | 300000.0 |    40.0 |  10000000.0 |    10000.0 |   -6000.0 |     30.0 |
-|     30000 | 30000000 |    2000 | -200000 |     60 |   -10 |      4000 |  2000000 |    -500 |   9000 |
+|     30000.0 | 30000000.0 |    2000.0 | -200000.0 |     60.0 |   -10.0 |      4000.0 |  2000000.0 |    -500.0 |   9000.0 |
-|    -20000 |     2000 | 7000000 |     -10 |    -30 |    10 |      6000 |      900 | -500000 |      3 |
+|    -20000.0 |     2000.0 | 7000000.0 |     -10.0 |    -30.0 |    10.0 |      6000.0 |      900.0 | -500000.0 |        3 |
-|       -70 |  -200000 |     -10 |    1000 |   -0.1 |    08 |       -20 |    -9000 |       3 |    -30 |
+|       -70.0 |  -200000.0 |     -10.0 |    1000.0 |     -0.1 |    0.08 |       -20.0 |    -9000.0 |         3 |    -30.0 |
-|    300000 |       60 |     -30 |    -0.1 |    900 |   0.1 |     30000 |       20 |     -10 |     06 |
+|    300000.0 |       60.0 |     -30.0 |      -0.1 |    900.0 |     0.1 |     30000.0 |       20.0 |     -10.0 |     0.06 |
-|        40 |      -10 |      10 |      08 |    0.1 | 10000 |        20 |        9 |      -5 |     03 |
+|        40.0 |      -10.0 |      10.0 |      0.08 |      0.1 | 10000.0 |        20.0 |          9 |        -5 |     0.03 |
-|  10000000 |     4000 |    6000 |     -20 |  30000 |    20 | 200000000 |    10000 |    9000 |     50 |
+|  10000000.0 |     4000.0 |    6000.0 |     -20.0 |  30000.0 |    20.0 | 200000000.0 |    10000.0 |    9000.0 |     50.0 |
-|     10000 |  2000000 |     900 |   -9000 |     20 |     9 |     10000 | 30000000 |    -500 | 200000 |
+|     10000.0 |  2000000.0 |     900.0 |   -9000.0 |     20.0 |       9 |     10000.0 | 30000000.0 |    -500.0 | 200000.0 |
-|     -6000 |     -500 | -500000 |       3 |    -10 |    -5 |      9000 |     -500 | 7000000 |     -2 |
+|     -6000.0 |     -500.0 | -500000.0 |         3 |    -10.0 |      -5 |      9000.0 |     -500.0 | 7000000.0 |       -2 |
-|        30 |     9000 |       3 |     -30 |     06 |    03 |        50 |   200000 |      -2 |   1000 |
+|        30.0 |     9000.0 |         3 |     -30.0 |     0.06 |    0.03 |        50.0 |   200000.0 |        -2 |   1000.0 |
 
 
 #+begin_src matlab :exports results :results value table replace :tangle no
-data2orgtable(M(1:10, 1:10), {}, {}, ' %.1g ');
+  data2orgtable(M(1:10, 1:10), {}, {}, ' %.1g ');
 #+end_src
 
-#+name: tab:APA300ML_mat_M
 #+caption: First 10x10 elements of the Mass matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
 |    0.01 |  -2e-06 |  1e-06 |  6e-09 |  5e-05 | -5e-09 | -0.0005 |  -7e-07 |  6e-07 | -3e-09 |
 |  -2e-06 |    0.01 |  8e-07 | -2e-05 | -8e-09 |  2e-09 |  -9e-07 | -0.0002 |  1e-08 | -9e-07 |
@@ -212,29 +140,23 @@ Then, we extract the coordinates of the interface nodes.
   data2orgtable([[1:length(int_i)]', int_i, int_xyz], {}, {'Node i', 'Node Number', 'x [m]', 'y [m]', 'z [m]'}, ' %f ');
 #+end_src
 
-#+name: tab:coordinate_nodes
 #+caption: Coordinates of the interface nodes
-#+attr_latex: :environment tabularx :width 0.6\linewidth :align ccccc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | Node i | Node Number |   x [m] | y [m] |  z [m] |
 |--------+-------------+---------+-------+--------|
-|    1.0 |      697783 |     0.0 |   0.0 | -0.015 |
+|    1.0 |    697783.0 |     0.0 |   0.0 | -0.015 |
-|    2.0 |      697784 |     0.0 |   0.0 |  0.015 |
+|    2.0 |    697784.0 |     0.0 |   0.0 |  0.015 |
-|    3.0 |      697785 | -0.0325 |   0.0 |    0.0 |
+|    3.0 |    697785.0 | -0.0325 |   0.0 |    0.0 |
-|    4.0 |      697786 | -0.0125 |   0.0 |    0.0 |
+|    4.0 |    697786.0 | -0.0125 |   0.0 |    0.0 |
-|    5.0 |      697787 | -0.0075 |   0.0 |    0.0 |
+|    5.0 |    697787.0 | -0.0075 |   0.0 |    0.0 |
-|    6.0 |      697788 |  0.0125 |   0.0 |    0.0 |
+|    6.0 |    697788.0 |  0.0125 |   0.0 |    0.0 |
-|    7.0 |      697789 |  0.0325 |   0.0 |    0.0 |
+|    7.0 |    697789.0 |  0.0325 |   0.0 |    0.0 |
 
 #+begin_src matlab :exports results :results value table replace :tangle no
   data2orgtable([length(n_i); length(int_i); size(M,1) - 6*length(int_i); size(M,1)], {'Total number of Nodes', 'Number of interface Nodes', 'Number of Modes', 'Size of M and K matrices'}, {}, ' %.0f ');
 #+end_src
 
-#+name: tab:parameters_fem
 #+caption: Some extracted parameters of the FEM
-#+attr_latex: :environment tabularx :width 0.4\linewidth :align lc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | Total number of Nodes     |   7 |
 | Number of interface Nodes |   7 |
@@ -284,7 +206,7 @@ If we take the numerical values, we obtain:
 #+RESULTS:
 : 5.64
 
-From [[cite:&fleming14_desig_model_contr_nanop_system]] (page 123), the relation between relative displacement of the sensor stack and generated voltage is:
+From cite:fleming14_desig_model_contr_nanop_system (page 123), the relation between relative displacement of the sensor stack and generated voltage is:
 #+name: eq:piezo_strain_to_voltage
 \begin{equation}
   V_s = \frac{d_{33}}{\epsilon^T s^D n} \Delta h
@@ -639,13 +561,9 @@ The parameters are shown in the table below.
 
 #+name: fig:souleille18_model_piezo
 #+caption: Picture of an APA100M from Cedrat Technologies. Simplified model of a one DoF payload mounted on such isolator
-#+attr_latex: :width 0.7\linewidth
 [[file:./figs/souleille18_model_piezo.png]]
 
-#+name: tab:parameters_apa100m
 #+caption:Parameters used for the model of the APA 100M
-#+attr_latex: :environment tabularx :width 0.8\linewidth :align cl
-#+attr_latex: :center t :booktabs t
 |       | Meaning                                                        |
 |-------+----------------------------------------------------------------|
 | $k_e$ | Stiffness used to adjust the pole of the isolator              |
@@ -704,13 +622,9 @@ Then $k_e$ and $k_1$ are computed.
 #+end_src
 
 #+begin_src matlab :exports results :results value table replace :tangle no :post addhdr(*this*)
-  data2orgtable(1e-6*[ka; ke; k1], {'=ka=', '=ke=', '=k1='}, {'Value [N/um]'}, ' %.1f ');
+  data2orgtable(1e-6*[ka; ke; k1], {'ka', 'ke', 'k1'}, {'Value [N/um]'}, ' %.1f ');
 #+end_src
 
-#+name: tab:stiffnesses_apa100m
-#+caption:Obtained stiffnesses of the APA 100M
-#+attr_latex: :environment tabularx :width 0.3\linewidth :align cl
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 |    | Value [N/um] |
 |----+--------------|
@@ -815,7 +729,6 @@ The dynamics of the FEM model and the simpler model are compared in Figure [[fig
 
 #+name: fig:apa300ml_comp_simpler_model
 #+caption: Comparison of the Dynamics between the FEM model and the simplified one
-#+attr_latex: :width 1.0\linewidth
 #+RESULTS:
 [[file:figs/apa300ml_comp_simpler_model.png]]
 
@@ -1112,7 +1025,6 @@ It is the expected behavior as shown in the Figure [[fig:souleille18_results]] (
 
 #+name: fig:souleille18_results
 #+caption: Results obtained in cite:souleille18_concep_activ_mount_space_applic
-#+attr_latex: :width 1.0\linewidth
 [[file:figs/souleille18_results.png]]
 
 
@@ -1131,7 +1043,6 @@ A simplified model of the flexor is then developped.
 
 #+name: fig:flexor_id16_screenshot
 #+caption: Flexor studied
-#+attr_latex: :width 0.3\linewidth
 [[file:figs/flexor_id16_screenshot.png]]
 
 ** Matlab Init                                             :noexport:ignore:
@@ -1167,29 +1078,24 @@ We first extract the stiffness and mass matrices.
   data2orgtable(K(1:10, 1:10), {}, {}, ' %.2e ');
 #+end_src
 
-#+name: tab:APA300ML_mat_K_2MDoF
 #+caption: First 10x10 elements of the Stiffness matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
-|  11200000 |       195 |       2220 |  -0.719 |   -265 |    1.59 | -11200000 |     -213 |      -2220 |  0.147 |   | 195 | 11400000 | 1290 | -148 | -0.188 | 2.41 | -212 | -11400000 | -1290 | 148 |
+|  11200000.0 |       195.0 |       2220.0 |    -0.719 |   -265.0 |      1.59 | -11200000.0 |      -213.0 |      -2220.0 |    0.147 |
-|      2220 |      1290 |  119000000 |    1.31 |   1.49 |    1.79 |     -2220 |    -1290 | -119000000 |  -1.31 |   |     |          |      |      |        |      |      |           |       |     |
+|       195.0 |  11400000.0 |       1290.0 |    -148.0 |   -0.188 |      2.41 |      -212.0 | -11400000.0 |      -1290.0 |    148.0 |
-|    -0.719 |      -148 |       1.31 |      33 | 000488 | -000977 |     0.141 |      148 |      -1.31 |    -33 |   |     |          |      |      |        |      |      |           |       |     |
+|      2220.0 |      1290.0 |  119000000.0 |      1.31 |     1.49 |      1.79 |     -2220.0 |     -1290.0 | -119000000.0 |    -1.31 |
-|      -265 |    -0.188 |       1.49 |  000488 |     33 |   00293 |       266 |    0.154 |      -1.49 |  00026 |   |     |          |      |      |        |      |      |           |       |     |
+|      -0.719 |      -148.0 |         1.31 |      33.0 | 0.000488 | -0.000977 |       0.141 |       148.0 |        -1.31 |    -33.0 |
-|      1.59 |      2.41 |       1.79 | -000977 |  00293 |     236 |     -1.32 |    -2.55 |      -1.79 | 000379 |   |     |          |      |      |        |      |      |           |       |     |
+|      -265.0 |      -0.188 |         1.49 |  0.000488 |     33.0 |   0.00293 |       266.0 |       0.154 |        -1.49 |  0.00026 |
-| -11200000 |      -212 |      -2220 |   0.141 |    266 |   -1.32 |  11400000 |    24600 |       1640 |    120 |   |     |          |      |      |        |      |      |           |       |     |
+|        1.59 |        2.41 |         1.79 | -0.000977 |  0.00293 |     236.0 |       -1.32 |       -2.55 |        -1.79 | 0.000379 |
-|      -213 | -11400000 |      -1290 |     148 |  0.154 |   -2.55 |     24600 | 11400000 |       1290 |    -72 |   |     |          |      |      |        |      |      |           |       |     |
+| -11200000.0 |      -212.0 |      -2220.0 |     0.141 |    266.0 |     -1.32 |  11400000.0 |     24600.0 |       1640.0 |    120.0 |
-|     -2220 |     -1290 | -119000000 |   -1.31 |  -1.49 |   -1.79 |      1640 |     1290 |  119000000 |   1.32 |   |     |          |      |      |        |      |      |           |       |     |
+|      -213.0 | -11400000.0 |      -1290.0 |     148.0 |    0.154 |     -2.55 |     24600.0 |  11400000.0 |       1290.0 |    -72.0 |
-|     0.147 |       148 |      -1.31 |     -33 |  00026 |  000379 |       120 |      -72 |       1.32 |   34.7 |   |     |          |      |      |        |      |      |           |       |     |
+|     -2220.0 |     -1290.0 | -119000000.0 |     -1.31 |    -1.49 |     -1.79 |      1640.0 |      1290.0 |  119000000.0 |     1.32 |
+|       0.147 |       148.0 |        -1.31 |     -33.0 |  0.00026 |  0.000379 |       120.0 |       -72.0 |         1.32 |     34.7 |
 
 #+begin_src matlab :exports results :results value table replace :tangle no
   data2orgtable(M(1:10, 1:10), {}, {}, ' %.1g ');
 #+end_src
 
-#+name: tab:APA300ML_mat_M_2MDoF
 #+caption: First 10x10 elements of the Mass matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
 |   0.02 |   1e-09 | -4e-08 |  -1e-10 | 0.0002 | -3e-11 |  0.004 |  5e-08 |  7e-08 |  1e-10 |
 |  1e-09 |    0.02 | -3e-07 | -0.0002 | -1e-10 | -2e-09 |  2e-08 |  0.004 |  3e-07 |  1e-05 |
@@ -1202,20 +1108,6 @@ We first extract the stiffness and mass matrices.
 |  7e-08 |   3e-07 |  0.003 |  -8e-10 |  2e-09 | -1e-09 | -3e-07 | -4e-08 |   0.02 | -1e-09 |
 |  1e-10 |   1e-05 |  1e-09 |  -1e-09 | -3e-13 |  2e-12 | -2e-10 | 0.0002 | -1e-09 |  2e-06 |
 
-#+begin_src matlab :exports results :results value table replace :tangle no
-  data2orgtable([length(n_i); length(int_i); size(M,1) - 6*length(int_i); size(M,1)], {'Total number of Nodes', 'Number of interface Nodes', 'Number of Modes', 'Size of M and K matrices'}, {}, ' %.0f ');
-#+end_src
-
-#+name: tab:parameters_fem_2MDoF
-#+caption: Some extracted parameters of the FEM
-#+attr_latex: :environment tabularx :width 0.4\linewidth :align lc
-#+attr_latex: :center t :booktabs t
-#+RESULTS:
-| Total number of Nodes     |  2 |
-| Number of interface Nodes |  2 |
-| Number of Modes           |  6 |
-| Size of M and K matrices  | 18 |
-
 Then, we extract the coordinates of the interface nodes.
 #+begin_src matlab
   [int_xyz, int_i, n_xyz, n_i, nodes] = extractNodes('out_nodes_3D.txt');
@@ -1225,16 +1117,23 @@ Then, we extract the coordinates of the interface nodes.
   data2orgtable([[1:length(int_i)]', int_i, int_xyz], {}, {'Node i', 'Node Number', 'x [m]', 'y [m]', 'z [m]'}, ' %f ');
 #+end_src
 
-#+name: tab:coordinate_nodes_2MDoF
 #+caption: Coordinates of the interface nodes
-#+attr_latex: :environment tabularx :width 0.6\linewidth :align ccccc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | Node i | Node Number | x [m] | y [m] | z [m] |
 |--------+-------------+-------+-------+-------|
 |    1.0 |    181278.0 |   0.0 |   0.0 |   0.0 |
 |    2.0 |    181279.0 |   0.0 |   0.0 |  -0.0 |
 
+#+begin_src matlab :exports results :results value table replace :tangle no
+  data2orgtable([length(n_i); length(int_i); size(M,1) - 6*length(int_i); size(M,1)], {'Total number of Nodes', 'Number of interface Nodes', 'Number of Modes', 'Size of M and K matrices'}, {}, ' %.0f ');
+#+end_src
+
+#+RESULTS:
+| Total number of Nodes     |  2 |
+| Number of interface Nodes |  2 |
+| Number of Modes           |  6 |
+| Size of M and K matrices  | 18 |
+
 Using =K=, =M= and =int_xyz=, we can use the =Reduced Order Flexible Solid= simscape block.
 
 ** Identification of the parameters using Simscape and looking at the Stiffness Matrix
@@ -1260,15 +1159,11 @@ The dynamics is identified from the applied force/torque to the measured displac
 And we find the same parameters as the one estimated from the Stiffness matrix.
 
 #+begin_src matlab :exports results :results value table replace :tangle no :post addhdr(*this*)
-  data2orgtable([1e-6*K(3,3), K(4,4), K(5,5), K(6,6) ; 1e-6./dcgain(G(3,3)), 1./dcgain(G(4,4)), 1./dcgain(G(5,5)), 1./dcgain(G(6,6))]', {'Axial Stiffness Dz [N/um]', 'Bending Stiffness Rx [Nm/rad]', 'Bending Stiffness Ry [Nm/rad]', 'Torsion Stiffness Rz [Nm/rad]'}, {'*Characteristic*', '*Value*', '*Identification*'}, ' %0.f ');
+  data2orgtable([1e-6*K(3,3), K(4,4), K(5,5), K(6,6) ; 1e-6./dcgain(G(3,3)), 1./dcgain(G(4,4)), 1./dcgain(G(5,5)), 1./dcgain(G(6,6))]', {'Axial Stiffness Dz [N/um]', 'Bending Stiffness Rx [Nm/rad]', 'Bending Stiffness Ry [Nm/rad]', 'Torsion Stiffness Rz [Nm/rad]'}, {'*Caracteristic*', '*Value*', '*Identification*'}, ' %0.f ');
 #+end_src
 
-#+name: tab:comp_identified_stiffnesses
-#+caption: Comparison of identified and FEM stiffnesses
-#+attr_latex: :environment tabularx :width 0.7\linewidth :align lcc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
-| *Characteristic*              | *Value* | *Identification* |
+| *Caracteristic*               | *Value* | *Identification* |
 |-------------------------------+---------+------------------|
 | Axial Stiffness Dz [N/um]     |     119 |              119 |
 | Bending Stiffness Rx [Nm/rad] |      33 |               33 |
@@ -1280,7 +1175,6 @@ Let's now model the flexible joint with a "perfect" Bushing joint as shown in Fi
 
 #+name: fig:flexible_joint_simscape
 #+caption: Bushing Joint used to model the flexible joint
-#+attr_latex: :width 0.3\linewidth
 [[file:figs/flexible_joint_simscape.png]]
 
 The parameters of the Bushing joint (stiffnesses) are estimated from the Stiffness matrix that was computed from the FEM.
@@ -1377,7 +1271,6 @@ The obtained geometry is shown in Figure [[fig:optimal_flexor]].
 
 #+name: fig:optimal_flexor
 #+caption: Flexor studied
-#+attr_latex: :width 1.0\linewidth
 [[file:figs/flexor_025_MDoF.jpg]]
 
 ** Matlab Init                                             :noexport:ignore:
@@ -1413,31 +1306,25 @@ We first extract the stiffness and mass matrices.
   data2orgtable(K(1:10, 1:10), {}, {}, ' %.2e ');
 #+end_src
 
-#+name: tab:flex_mat_K
 #+caption: First 10x10 elements of the Stiffness matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
-|  12700000 |     -18.5 |     -26.8 |    00162 |    -4.63 |       64 | -12700000 |      18.3 |      26.7 |    00234 |
+|  12700000.0 |       -18.5 |       -26.8 |  0.00162 |    -4.63 |      64.0 | -12700000.0 |        18.3 |        26.7 |   0.00234 |
-|     -18.5 |  12700000 |      -499 |     -132 |    00414 |   -0.495 |      18.4 | -12700000 |       499 |      132 |
+|       -18.5 |  12700000.0 |      -499.0 |   -132.0 |  0.00414 |    -0.495 |        18.4 | -12700000.0 |       499.0 |     132.0 |
-|     -26.8 |      -499 |  94000000 |     -470 |    00771 |   -0.855 |      26.8 |       498 | -94000000 |      470 |
+|       -26.8 |      -499.0 |  94000000.0 |   -470.0 |  0.00771 |    -0.855 |        26.8 |       498.0 | -94000000.0 |     470.0 |
-|     00162 |      -132 |      -470 |     4.83 | 2.61e-07 |   000123 |    -00163 |       132 |       470 |    -4.83 |
+|     0.00162 |      -132.0 |      -470.0 |     4.83 | 2.61e-07 |  0.000123 |    -0.00163 |       132.0 |       470.0 |     -4.83 |
-|     -4.63 |     00414 |     00771 | 2.61e-07 |     4.83 | 4.43e-05 |      4.63 |    -00413 |    -00772 | -4.3e-07 |
+|       -4.63 |     0.00414 |     0.00771 | 2.61e-07 |     4.83 |  4.43e-05 |        4.63 |    -0.00413 |    -0.00772 |  -4.3e-07 |
-|        64 |    -0.495 |    -0.855 |   000123 | 4.43e-05 |      260 |       -64 |     0.495 |     0.855 |  -000124 |
+|        64.0 |      -0.495 |      -0.855 | 0.000123 | 4.43e-05 |     260.0 |       -64.0 |       0.495 |       0.855 | -0.000124 |
-| -12700000 |      18.4 |      26.8 |   -00163 |     4.63 |      -64 |  12700000 |     -18.2 |     -26.7 |   -00234 |
+| -12700000.0 |        18.4 |        26.8 | -0.00163 |     4.63 |     -64.0 |  12700000.0 |       -18.2 |       -26.7 |  -0.00234 |
-|      18.3 | -12700000 |       498 |      132 |   -00413 |    0.495 |     -18.2 |  12700000 |      -498 |     -132 |
+|        18.3 | -12700000.0 |       498.0 |    132.0 | -0.00413 |     0.495 |       -18.2 |  12700000.0 |      -498.0 |    -132.0 |
-|      26.7 |       499 | -94000000 |      470 |   -00772 |    0.855 |     -26.7 |      -498 |  94000000 |     -470 |
+|        26.7 |       499.0 | -94000000.0 |    470.0 | -0.00772 |     0.855 |       -26.7 |      -498.0 |  94000000.0 |    -470.0 |
-|     00234 |       132 |       470 |    -4.83 | -4.3e-07 |  -000124 |    -00234 |      -132 |      -470 |     4.83 |
+|     0.00234 |       132.0 |       470.0 |    -4.83 | -4.3e-07 | -0.000124 |    -0.00234 |      -132.0 |      -470.0 |      4.83 |
 
 
 #+begin_src matlab :exports results :results value table replace :tangle no
   data2orgtable(M(1:10, 1:10), {}, {}, ' %.1g ');
 #+end_src
 
-#+name: tab:flex_mat_M
 #+caption: First 10x10 elements of the Mass matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
 |  0.006 |  8e-09 | -2e-08 | -1e-10 |  3e-05 |  3e-08 |  0.003 | -3e-09 |  9e-09 |  2e-12 |
 |  8e-09 |   0.02 |  1e-07 | -3e-05 |  1e-11 |  6e-10 |  1e-08 |  0.003 | -5e-08 |  3e-09 |
@@ -1460,10 +1347,6 @@ Then, we extract the coordinates of the interface nodes.
   data2orgtable([length(n_i); length(int_i); size(M,1) - 6*length(int_i); size(M,1)], {'Total number of Nodes', 'Number of interface Nodes', 'Number of Modes', 'Size of M and K matrices'}, {}, ' %.0f ');
 #+end_src
 
-#+name: tab:coordinate_nodes_flex
-#+caption: Coordinates of the interface nodes for Flexible Joint
-#+attr_latex: :environment tabularx :width 0.6\linewidth :align ccccc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | Total number of Nodes     |  2 |
 | Number of interface Nodes |  2 |
@@ -1474,10 +1357,7 @@ Then, we extract the coordinates of the interface nodes.
   data2orgtable([[1:length(int_i)]', int_i, int_xyz], {}, {'Node i', 'Node Number', 'x [m]', 'y [m]', 'z [m]'}, ' %f ');
 #+end_src
 
-#+name: tab:coordinate_interface_nodes_flex
 #+caption: Coordinates of the interface nodes
-#+attr_latex: :environment tabularx :width 0.6\linewidth :align ccccc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | Node i | Node Number | x [m] | y [m] | z [m] |
 |--------+-------------+-------+-------+-------|
@@ -1512,10 +1392,6 @@ And we find the same parameters as the one estimated from the Stiffness matrix.
   data2orgtable([1e-6*K(3,3), K(4,4), K(5,5), K(6,6) ; 1e-6./dcgain(G(3,3)), 1./dcgain(G(4,4)), 1./dcgain(G(5,5)), 1./dcgain(G(6,6))]', {'Axial Stiffness Dz [N/um]', 'Bending Stiffness Rx [Nm/rad]', 'Bending Stiffness Ry [Nm/rad]', 'Torsion Stiffness Rz [Nm/rad]'}, {'*Caracteristic*', '*Value*', '*Identification*'}, ' %.1f ');
 #+end_src
 
-#+name: tab:comp_identified_stiffnesses_flex
-#+caption: Comparison of identified and FEM stiffnesses
-#+attr_latex: :environment tabularx :width 0.7\linewidth :align lcc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | *Caracteristic*               | *Value* | *Identification* |
 |-------------------------------+---------+------------------|
@@ -1527,6 +1403,10 @@ And we find the same parameters as the one estimated from the Stiffness matrix.
 ** Simpler Model
 Let's now model the flexible joint with a "perfect" Bushing joint as shown in Figure [[fig:flexible_joint_simscape]].
 
+#+name: fig:flexible_joint_simscape
+#+caption: Bushing Joint used to model the flexible joint
+[[file:figs/flexible_joint_simscape.png]]
+
 The parameters of the Bushing joint (stiffnesses) are estimated from the Stiffness matrix that was computed from the FEM.
 #+begin_src matlab
   Kx = K(1,1); % [N/m]
@@ -1600,13 +1480,13 @@ The two obtained dynamics are compared in Figure
 #+end_src
 
 #+begin_src matlab :tangle no :exports results :results file replace
-  exportFig('figs/flexor_ID16_compare_bushing_joint_optimized.pdf', 'width', 'wide', 'height', 'normal');
+  exportFig('figs/flexor_ID16_compare_bushing_joint.pdf', 'width', 'wide', 'height', 'normal');
 #+end_src
 
-#+name: fig:flexor_ID16_compare_bushing_joint_optimized
+#+name: fig:flexor_ID16_compare_bushing_joint
 #+caption: Comparison of the Joint compliance between the FEM model and the simpler model
 #+RESULTS:
-[[file:figs/flexor_ID16_compare_bushing_joint_optimized.png]]
+[[file:figs/flexor_ID16_compare_bushing_joint.png]]
 
 ** Comparison with a stiffer Flexible Joint
 The stiffness matrix with the flexible joint with a "hinge" size of 0.50mm is loaded.
@@ -1620,10 +1500,6 @@ Its parameters are compared with the Flexible Joint with a size of 0.25mm in the
   data2orgtable([1e-6*K(3,3), 1e-6*K(2,2), K(4,4), K(5,5), K(6,6) ; 1e-6*K_050(3,3), 1e-6*K_050(2,2), K_050(4,4), K_050(5,5), K_050(6,6)]', {'Axial Stiffness Dz [N/um]', 'Shear Stiffness [N/um]', 'Bending Stiffness Rx [Nm/rad]', 'Bending Stiffness Ry [Nm/rad]', 'Torsion Stiffness Rz [Nm/rad]'}, {'*Caracteristic*', '*0.25 mm*', '*0.50 mm*'}, ' %.1f ');
 #+end_src
 
-#+name: tab:comp_stiffnesses_flex_size
-#+caption: Comparison of flexible joint stiffnesses for 0.25 and 0.5mm
-#+attr_latex: :environment tabularx :width 0.7\linewidth :align lcc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | *Caracteristic*               | *0.25 mm* | *0.50 mm* |
 |-------------------------------+-----------+-----------|
@@ -1646,14 +1522,12 @@ The 3D as well as the interface nodes are shown in Figure [[fig:strut_encoder_po
 
 #+name: fig:strut_encoder_points3
 #+caption: Interface points
-#+attr_latex: :width 1.0\linewidth
 [[file:figs/strut_fem_nodes.jpg]]
 
 A side view is shown in Figure [[fig:strut_encoder_nodes_side]].
 
 #+name: fig:strut_encoder_nodes_side
 #+caption: Interface points - Side view
-#+attr_latex: :width 1.0\linewidth
 [[file:figs/strut_fem_nodes_side.jpg]]
 
 The flexible joints used have a 0.25mm width size.
@@ -1691,31 +1565,25 @@ We first extract the stiffness and mass matrices.
   data2orgtable(K(1:10, 1:10), {}, {}, ' %.1g ');
 #+end_src
 
-#+name: tab:strut_mat_K
 #+caption: First 10x10 elements of the Stiffness matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
-|  2000000 |  1000000 | -3000000 |  -400 |  300 |   200 |      -30 |     2000 |   -10000 |   0.3 |
+|  2000000.0 |  1000000.0 | -3000000.0 |  -400.0 |  300.0 | 200.0 |      -30.0 |     2000.0 |   -10000.0 |     0.3 |
-|  1000000 |  4000000 | -8000000 |  -900 |  400 |   -50 |    -6000 |    10000 |   -20000 |     3 |
+|  1000000.0 |  4000000.0 | -8000000.0 |  -900.0 |  400.0 | -50.0 |    -6000.0 |    10000.0 |   -20000.0 |       3 |
-| -3000000 | -8000000 | 20000000 |  2000 | -900 |   200 |   -10000 |    20000 |  -300000 |     7 |
+| -3000000.0 | -8000000.0 | 20000000.0 |  2000.0 | -900.0 | 200.0 |   -10000.0 |    20000.0 |  -300000.0 |       7 |
-|     -400 |     -900 |     2000 |     5 | -0.1 |    05 |        1 |       -3 |        6 | -0007 |
+|     -400.0 |     -900.0 |     2000.0 |       5 |   -0.1 |  0.05 |          1 |         -3 |          6 | -0.0007 |
-|      300 |      400 |     -900 |  -0.1 |    5 |    04 |     -0.1 |      0.5 |       -3 |  0001 |
+|      300.0 |      400.0 |     -900.0 |    -0.1 |      5 |  0.04 |       -0.1 |        0.5 |         -3 |  0.0001 |
-|      200 |      -50 |      200 |    05 |   04 |   300 |        4 |      -01 |       -1 | 3e-05 |
+|      200.0 |      -50.0 |      200.0 |    0.05 |   0.04 | 300.0 |          4 |      -0.01 |         -1 |   3e-05 |
-|      -30 |    -6000 |   -10000 |     1 | -0.1 |     4 |  3000000 | -1000000 | -2000000 |  -300 |
+|      -30.0 |    -6000.0 |   -10000.0 |       1 |   -0.1 |     4 |  3000000.0 | -1000000.0 | -2000000.0 |  -300.0 |
-|     2000 |    10000 |    20000 |    -3 |  0.5 |   -01 | -1000000 |  6000000 |  7000000 |  1000 |
+|     2000.0 |    10000.0 |    20000.0 |      -3 |    0.5 | -0.01 | -1000000.0 |  6000000.0 |  7000000.0 |  1000.0 |
-|   -10000 |   -20000 |  -300000 |     6 |   -3 |    -1 | -2000000 |  7000000 | 20000000 |  2000 |
+|   -10000.0 |   -20000.0 |  -300000.0 |       6 |     -3 |    -1 | -2000000.0 |  7000000.0 | 20000000.0 |  2000.0 |
-|      0.3 |        3 |        7 | -0007 | 0001 | 3e-05 |     -300 |     1000 |     2000 |     5 |
+|        0.3 |          3 |          7 | -0.0007 | 0.0001 | 3e-05 |     -300.0 |     1000.0 |     2000.0 |       5 |
 
 
 #+begin_src matlab :exports results :results value table replace :tangle no
   data2orgtable(M(1:10, 1:10), {}, {}, ' %.1g ');
 #+end_src
 
-#+name: tab:strut_mat_M
 #+caption: First 10x10 elements of the Mass matrix
-#+attr_latex: :environment tabularx :width \linewidth :align XXXXXXXXXX
-#+attr_latex: :center t :booktabs t :font \tiny
 #+RESULTS:
 |   0.04 |  -0.005 |   0.007 |   2e-06 | 0.0001 | -5e-07 | -1e-05 |  -9e-07 |  8e-05 | -5e-10 |
 | -0.005 |    0.03 |    0.02 | -0.0001 |  1e-06 | -3e-07 |  3e-05 | -0.0001 |  8e-05 | -3e-08 |
@@ -1738,10 +1606,6 @@ Then, we extract the coordinates of the interface nodes.
   data2orgtable([length(n_i); length(int_i); size(M,1) - 6*length(int_i); size(M,1)], {'Total number of Nodes', 'Number of interface Nodes', 'Number of Modes', 'Size of M and K matrices'}, {}, ' %.0f ');
 #+end_src
 
-#+name: tab:parameters_fem_strut
-#+caption: Some extracted parameters of the FEM
-#+attr_latex: :environment tabularx :width 0.4\linewidth :align lc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | Total number of Nodes     |  8 |
 | Number of interface Nodes |  8 |
@@ -1752,10 +1616,7 @@ Then, we extract the coordinates of the interface nodes.
   data2orgtable([[1:length(int_i)]', int_i, int_xyz], {}, {'Node i', 'Node Number', 'x [m]', 'y [m]', 'z [m]'}, ' %f ');
 #+end_src
 
-#+name: tab:coordinate_nodes_strut
 #+caption: Coordinates of the interface nodes
-#+attr_latex: :environment tabularx :width 0.6\linewidth :align ccccc
-#+attr_latex: :center t :booktabs t
 #+RESULTS:
 | Node i | Node Number |   x [m] |  y [m] |    z [m] |
 |--------+-------------+---------+--------+----------|
@@ -1988,4 +1849,5 @@ The same dynamics is identified for a payload mass of 10Kg.
 | Rz [Nm/rad]     |       118.0 |        114.803 |
 
 * Bibliography                                                        :ignore:
-#+latex: \printbibliography[heading=bibintoc,title={Bibliography}]
+bibliographystyle:unsrt
+bibliography:ref.bib

nass-fem.bib

@@ -1,26 +0,0 @@
-@book{fleming14_desig_model_contr_nanop_system,
-  author          = {Andrew J. Fleming and Kam K. Leang},
-  title           = {Design, Modeling and Control of Nanopositioning Systems},
-  year            = 2014,
-  publisher       = {Springer International Publishing},
-  url             = {https://doi.org/10.1007/978-3-319-06617-2},
-  doi             = {10.1007/978-3-319-06617-2},
-  series          = {Advances in Industrial Control},
-}
-
-
-
-@article{souleille18_concep_activ_mount_space_applic,
-  author          = {Souleille, Adrien and Lampert, Thibault and Lafarga, V and
-                  Hellegouarch, Sylvain and Rondineau, Alan and Rodrigues,
-                  Gon{\c{c}}alo and Collette, Christophe},
-  title           = {A Concept of Active Mount for Space Applications},
-  journal         = {CEAS Space Journal},
-  volume          = 10,
-  number          = 2,
-  pages           = {157--165},
-  year            = 2018,
-  publisher       = {Springer},
-  keywords        = {parallel robot, iff},
-}
-

nass-fem.tex

@@ -1,723 +0,0 @@
-% Created 2024-03-19 Tue 11:08
-% Intended LaTeX compiler: pdflatex
-\documentclass[a4paper, 10pt, DIV=12, parskip=full, bibliography=totoc]{scrreprt}
-
-\input{preamble.tex}
-\bibliography{nass-fem.bib}
-\author{Dehaeze Thomas}
-\date{\today}
-\title{NASS - Finite Element Models with Simscape}
-\hypersetup{
- pdfauthor={Dehaeze Thomas},
- pdftitle={NASS - Finite Element Models with Simscape},
- pdfkeywords={},
- pdfsubject={},
- pdfcreator={Emacs 29.2 (Org mode 9.7)}, 
- pdflang={English}}
-\usepackage{biblatex}
-
-\begin{document}
-
-\maketitle
-\tableofcontents
-
-\clearpage
-In this document, Finite Element Models (FEM) of parts of the Nano-Hexapod are developed and integrated into Simscape for dynamical analysis.
-
-It is divided in the following sections:
-\begin{itemize}
-\item Section \ref{sec:APA300ML}:
-A super-element of the Amplified Piezoelectric Actuator APA300ML used for the NASS is exported using Ansys and imported in Simscape.
-The static and dynamical properties of the APA300ML are then estimated using the Simscape model.
-\item Section \ref{sec:flexor_ID16}:
-A first geometry of a Flexible joint is modelled and its characteristics are identified from the Stiffness matrix as well as from the Simscape model.
-\item Section \ref{sec:flexor_025}:
-An optimized flexible joint is developed for the Nano-Hexapod and is then imported in a Simscape model.
-\item Section \ref{sec:strut_encoder}:
-A super element of a complete strut is studied.
-\end{itemize}
-\chapter{APA300ML}
-\label{sec:APA300ML}
-In this section, the Amplified Piezoelectric Actuator APA300ML (\href{doc/APA300ML.pdf}{doc}) is modeled using a Finite Element Software.
-Then a \emph{super element} is exported and imported in Simscape where its dynamic is studied.
-
-A 3D view of the Amplified Piezoelectric Actuator (APA300ML) is shown in Figure \ref{fig:apa300ml_ansys}.
-The remote point used are also shown in this figure.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=0.7\linewidth]{figs/apa300ml_ansys.jpg}
-\caption{\label{fig:apa300ml_ansys}Ansys FEM of the APA300ML}
-\end{figure}
-\section{Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates}
-We first extract the stiffness and mass matrices.
-\begin{table}[htbp]
-\caption{\label{tab:APA300ML_mat_K}First 10x10 elements of the Stiffness matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-200000000 & 30000 & -20000 & -70 & 300000 & 40 & 10000000 & 10000 & -6000 & 30\\
-30000 & 30000000 & 2000 & -200000 & 60 & -10 & 4000 & 2000000 & -500 & 9000\\
--20000 & 2000 & 7000000 & -10 & -30 & 10 & 6000 & 900 & -500000 & 3\\
--70 & -200000 & -10 & 1000 & -0.1 & 08 & -20 & -9000 & 3 & -30\\
-300000 & 60 & -30 & -0.1 & 900 & 0.1 & 30000 & 20 & -10 & 06\\
-40 & -10 & 10 & 08 & 0.1 & 10000 & 20 & 9 & -5 & 03\\
-10000000 & 4000 & 6000 & -20 & 30000 & 20 & 200000000 & 10000 & 9000 & 50\\
-10000 & 2000000 & 900 & -9000 & 20 & 9 & 10000 & 30000000 & -500 & 200000\\
--6000 & -500 & -500000 & 3 & -10 & -5 & 9000 & -500 & 7000000 & -2\\
-30 & 9000 & 3 & -30 & 06 & 03 & 50 & 200000 & -2 & 1000\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-
-\begin{table}[htbp]
-\caption{\label{tab:APA300ML_mat_M}First 10x10 elements of the Mass matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-0.01 & -2e-06 & 1e-06 & 6e-09 & 5e-05 & -5e-09 & -0.0005 & -7e-07 & 6e-07 & -3e-09\\
--2e-06 & 0.01 & 8e-07 & -2e-05 & -8e-09 & 2e-09 & -9e-07 & -0.0002 & 1e-08 & -9e-07\\
-1e-06 & 8e-07 & 0.009 & 5e-10 & 1e-09 & -1e-09 & -5e-07 & 3e-08 & 6e-05 & 1e-10\\
-6e-09 & -2e-05 & 5e-10 & 3e-07 & 2e-11 & -3e-12 & 3e-09 & 9e-07 & -4e-10 & 3e-09\\
-5e-05 & -8e-09 & 1e-09 & 2e-11 & 6e-07 & -4e-11 & -1e-06 & -2e-09 & 1e-09 & -8e-12\\
--5e-09 & 2e-09 & -1e-09 & -3e-12 & -4e-11 & 1e-07 & -2e-09 & -1e-09 & -4e-10 & -5e-12\\
--0.0005 & -9e-07 & -5e-07 & 3e-09 & -1e-06 & -2e-09 & 0.01 & 1e-07 & -3e-07 & -2e-08\\
--7e-07 & -0.0002 & 3e-08 & 9e-07 & -2e-09 & -1e-09 & 1e-07 & 0.01 & -4e-07 & 2e-05\\
-6e-07 & 1e-08 & 6e-05 & -4e-10 & 1e-09 & -4e-10 & -3e-07 & -4e-07 & 0.009 & -2e-10\\
--3e-09 & -9e-07 & 1e-10 & 3e-09 & -8e-12 & -5e-12 & -2e-08 & 2e-05 & -2e-10 & 3e-07\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-
-Then, we extract the coordinates of the interface nodes.
-\begin{table}[htbp]
-\caption{\label{tab:coordinate_nodes}Coordinates of the interface nodes}
-\centering
-\begin{tabularx}{0.6\linewidth}{ccccc}
-\toprule
-Node i & Node Number & x [m] & y [m] & z [m]\\
-\midrule
-1.0 & 697783 & 0.0 & 0.0 & -0.015\\
-2.0 & 697784 & 0.0 & 0.0 & 0.015\\
-3.0 & 697785 & -0.0325 & 0.0 & 0.0\\
-4.0 & 697786 & -0.0125 & 0.0 & 0.0\\
-5.0 & 697787 & -0.0075 & 0.0 & 0.0\\
-6.0 & 697788 & 0.0125 & 0.0 & 0.0\\
-7.0 & 697789 & 0.0325 & 0.0 & 0.0\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-\begin{table}[htbp]
-\caption{\label{tab:parameters_fem}Some extracted parameters of the FEM}
-\centering
-\begin{tabularx}{0.4\linewidth}{lc}
-\toprule
-Total number of Nodes & 7\\
-Number of interface Nodes & 7\\
-Number of Modes & 120\\
-Size of M and K matrices & 162\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-Using \texttt{K}, \texttt{M} and \texttt{int\_xyz}, we can now use the \texttt{Reduced Order Flexible Solid} simscape block.
-\section{Piezoelectric parameters}
-In order to make the conversion from applied voltage to generated force or from the strain to the generated voltage, we need to defined some parameters corresponding to the piezoelectric material:
-PZT-4
-The ratio of the developed force to applied voltage is:
-\begin{equation}
-\label{eq:piezo_voltage_to_force}
-  F_a = g_a V_a, \quad g_a = d_{33} n k_a
-\end{equation}
-where:
-\begin{itemize}
-\item \(F_a\): developed force in [N]
-\item \(n\): number of layers of the actuator stack
-\item \(d_{33}\): strain constant in [m/V]
-\item \(k_a\): actuator stack stiffness in [N/m]
-\item \(V_a\): applied voltage in [V]
-\end{itemize}
-
-If we take the numerical values, we obtain:
-From \cite{fleming14_desig_model_contr_nanop_system} (page 123), the relation between relative displacement of the sensor stack and generated voltage is:
-\begin{equation}
-\label{eq:piezo_strain_to_voltage}
-  V_s = \frac{d_{33}}{\epsilon^T s^D n} \Delta h
-\end{equation}
-where:
-\begin{itemize}
-\item \(V_s\): measured voltage in [V]
-\item \(d_{33}\): strain constant in [m/V]
-\item \(\epsilon^T\): permittivity under constant stress in [F/m]
-\item \(s^D\): elastic compliance under constant electric displacement in [m\^{}2/N]
-\item \(n\): number of layers of the sensor stack
-\item \(\Delta h\): relative displacement in [m]
-\end{itemize}
-
-If we take the numerical values, we obtain:
-\section{Simscape Model}
-The flexible element is imported using the \texttt{Reduced Order Flexible Solid} simscape block.
-
-Let's say we use two stacks as a force sensor and one stack as an actuator:
-\begin{itemize}
-\item A \texttt{Relative Motion Sensor} block is added between the nodes A and C
-\item An \texttt{Internal Force} block is added between the remote points E and B
-\end{itemize}
-
-The interface nodes are shown in Figure \ref{fig:apa300ml_ansys}.
-
-One mass is fixed at one end of the piezo-electric stack actuator (remove point F), the other end is fixed to the world frame (remote point G).
-\section{Identification of the APA Characteristics}
-\subsection{Stiffness}
-The transfer function from vertical external force to the relative vertical displacement is identified.
-
-The inverse of its DC gain is the axial stiffness of the APA:
-The specified stiffness in the datasheet is \(k = 1.8\, [N/\mu m]\).
-\subsection{Resonance Frequency}
-The resonance frequency is specified to be between 650Hz and 840Hz.
-This is also the case for the FEM model (Figure \ref{fig:apa300ml_resonance}).
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/apa300ml_resonance.png}
-\caption{\label{fig:apa300ml_resonance}First resonance is around 800Hz}
-\end{figure}
-\subsection{Amplification factor}
-The amplification factor is the ratio of the vertical displacement to the stack displacement.
-
-The ratio of the two displacement is computed from the FEM model.
-This is actually correct and approximately corresponds to the ratio of the piezo height and length:
-\subsection{Stroke}
-
-Estimation of the actuator stroke:
-\[ \Delta H = A n \Delta L \]
-with:
-\begin{itemize}
-\item \(\Delta H\) Axial Stroke of the APA
-\item \(A\) Amplification factor (5 for the APA300ML)
-\item \(n\) Number of stack used
-\item \(\Delta L\) Stroke of the stack (0.1\% of its length)
-\end{itemize}
-
-This is exactly the specified stroke in the data-sheet.
-\subsection{Stroke BIS}
-\begin{itemize}
-\item[{$\square$}] Identified the stroke form the transfer function from V to z
-\end{itemize}
-\section{Identification of the Dynamics from actuator to replace displacement}
-We first set the mass to be approximately zero.
-The dynamics is identified from the applied force to the measured relative displacement.
-The same dynamics is identified for a payload mass of 10Kg.
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/apa300ml_plant_dynamics.png}
-\caption{\label{fig:apa300ml_plant_dynamics}Transfer function from forces applied by the stack to the axial displacement of the APA}
-\end{figure}
-
-The root locus corresponding to Direct Velocity Feedback with a mass of 10kg is shown in Figure \ref{fig:apa300ml_dvf_root_locus}.
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/apa300ml_dvf_root_locus.png}
-\caption{\label{fig:apa300ml_dvf_root_locus}Root Locus for Direct Velocity Feedback}
-\end{figure}
-\section{Identification of the Dynamics from actuator to force sensor}
-Let's use 2 stacks as a force sensor and 1 stack as force actuator.
-
-The transfer function from actuator voltage to sensor voltage is identified and shown in Figure \ref{fig:apa300ml_iff_plant}.
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/apa300ml_iff_plant.png}
-\caption{\label{fig:apa300ml_iff_plant}Transfer function from actuator to force sensor}
-\end{figure}
-
-For root locus corresponding to IFF is shown in Figure \ref{fig:apa300ml_iff_root_locus}.
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/apa300ml_iff_root_locus.png}
-\caption{\label{fig:apa300ml_iff_root_locus}Root Locus for IFF}
-\end{figure}
-\section{Identification for a simpler model}
-The goal in this section is to identify the parameters of a simple APA model from the FEM.
-This can be useful is a lower order model is to be used for simulations.
-
-The presented model is based on \cite{souleille18_concep_activ_mount_space_applic}.
-
-The model represents the Amplified Piezo Actuator (APA) from Cedrat-Technologies (Figure \ref{fig:souleille18_model_piezo}).
-The parameters are shown in the table below.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=0.7\linewidth]{./figs/souleille18_model_piezo.png}
-\caption{\label{fig:souleille18_model_piezo}Picture of an APA100M from Cedrat Technologies. Simplified model of a one DoF payload mounted on such isolator}
-\end{figure}
-
-\begin{table}[htbp]
-\caption{\label{tab:parameters_apa100m}Parameters used for the model of the APA 100M}
-\centering
-\begin{tabularx}{0.8\linewidth}{cl}
-\toprule
- & Meaning\\
-\midrule
-\(k_e\) & Stiffness used to adjust the pole of the isolator\\
-\(k_1\) & Stiffness of the metallic suspension when the stack is removed\\
-\(k_a\) & Stiffness of the actuator\\
-\(c_1\) & Added viscous damping\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-The goal is to determine \(k_e\), \(k_a\) and \(k_1\) so that the simplified model fits the FEM model.
-
-\[ \alpha = \frac{x_1}{f}(\omega=0) = \frac{\frac{k_e}{k_e + k_a}}{k_1 + \frac{k_e k_a}{k_e + k_a}} \]
-\[ \beta = \frac{x_1}{F}(\omega=0) = \frac{1}{k_1 + \frac{k_e k_a}{k_e + k_a}} \]
-
-If we can fix \(k_a\), we can determine \(k_e\) and \(k_1\) with:
-\[ k_e = \frac{k_a}{\frac{\beta}{\alpha} - 1} \]
-\[ k_1 = \frac{1}{\beta} - \frac{k_e k_a}{k_e + k_a} \]
-
-From the identified dynamics, compute \(\alpha\) and \(\beta\)
-\(k_a\) is estimated using the following formula:
-The factor can be adjusted to better match the curves.
-
-Then \(k_e\) and \(k_1\) are computed.
-\begin{table}[htbp]
-\caption{\label{tab:stiffnesses_apa100m}Obtained stiffnesses of the APA 100M}
-\centering
-\begin{tabularx}{0.3\linewidth}{cl}
-\toprule
- & Value [N/um]\\
-\midrule
-ka & 40.5\\
-ke & 1.5\\
-k1 & 0.4\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-The damping in the system is adjusted to match the FEM model if necessary.
-The analytical model of the simpler system is defined below:
-And the DC gain is adjusted for the force sensor:
-The dynamics of the FEM model and the simpler model are compared in Figure \ref{fig:apa300ml_comp_simpler_model}.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=1.0\linewidth]{figs/apa300ml_comp_simpler_model.png}
-\caption{\label{fig:apa300ml_comp_simpler_model}Comparison of the Dynamics between the FEM model and the simplified one}
-\end{figure}
-
-The simplified model has also been implemented in Simscape.
-
-The dynamics of the Simscape simplified model is identified and compared with the FEM one in Figure \ref{fig:apa300ml_comp_simpler_simscape}.
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/apa300ml_comp_simpler_simscape.png}
-\caption{\label{fig:apa300ml_comp_simpler_simscape}Comparison of the Dynamics between the FEM model and the simplified simscape model}
-\end{figure}
-\section{Integral Force Feedback}
-In this section, Integral Force Feedback control architecture is applied on the APA300ML.
-
-First, the plant (dynamics from voltage actuator to voltage sensor is identified).
-The payload mass is set to 10kg.
-The obtained dynamics is shown in Figure \ref{fig:piezo_amplified_iff_plant}.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/piezo_amplified_iff_plant.png}
-\caption{\label{fig:piezo_amplified_iff_plant}IFF Plant}
-\end{figure}
-
-The controller is defined below and the loop gain is shown in Figure \ref{fig:piezo_amplified_iff_loop_gain}.
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/piezo_amplified_iff_loop_gain.png}
-\caption{\label{fig:piezo_amplified_iff_loop_gain}IFF Loop Gain}
-\end{figure}
-
-Now the closed-loop system is identified again and compare with the open loop system in Figure \ref{fig:piezo_amplified_iff_comp}.
-
-It is the expected behavior as shown in the Figure \ref{fig:souleille18_results} (from \cite{souleille18_concep_activ_mount_space_applic}).
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/piezo_amplified_iff_comp.png}
-\caption{\label{fig:piezo_amplified_iff_comp}OL and CL transfer functions}
-\end{figure}
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=1.0\linewidth]{figs/souleille18_results.png}
-\caption{\label{fig:souleille18_results}Results obtained in \cite{souleille18_concep_activ_mount_space_applic}}
-\end{figure}
-\chapter{First Flexible Joint Geometry}
-\label{sec:flexor_ID16}
-The studied flexor is shown in Figure \ref{fig:flexor_id16_screenshot}.
-
-The stiffness and mass matrices representing the dynamics of the flexor are exported from a FEM.
-It is then imported into Simscape.
-
-A simplified model of the flexor is then developped.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=0.3\linewidth]{figs/flexor_id16_screenshot.png}
-\caption{\label{fig:flexor_id16_screenshot}Flexor studied}
-\end{figure}
-\section{Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates}
-We first extract the stiffness and mass matrices.
-\begin{table}[htbp]
-\caption{\label{tab:APA300ML_mat_K_2MDoF}First 10x10 elements of the Stiffness matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-11200000 & 195 & 2220 & -0.719 & -265 & 1.59 & -11200000 & -213 & -2220 & 0.147 &  & 195 & 11400000 & 1290 & -148 & -0.188 & 2.41 & -212 & -11400000 & -1290 & 148\\
-2220 & 1290 & 119000000 & 1.31 & 1.49 & 1.79 & -2220 & -1290 & -119000000 & -1.31 &  &  &  &  &  &  &  &  &  &  & \\
--0.719 & -148 & 1.31 & 33 & 000488 & -000977 & 0.141 & 148 & -1.31 & -33 &  &  &  &  &  &  &  &  &  &  & \\
--265 & -0.188 & 1.49 & 000488 & 33 & 00293 & 266 & 0.154 & -1.49 & 00026 &  &  &  &  &  &  &  &  &  &  & \\
-1.59 & 2.41 & 1.79 & -000977 & 00293 & 236 & -1.32 & -2.55 & -1.79 & 000379 &  &  &  &  &  &  &  &  &  &  & \\
--11200000 & -212 & -2220 & 0.141 & 266 & -1.32 & 11400000 & 24600 & 1640 & 120 &  &  &  &  &  &  &  &  &  &  & \\
--213 & -11400000 & -1290 & 148 & 0.154 & -2.55 & 24600 & 11400000 & 1290 & -72 &  &  &  &  &  &  &  &  &  &  & \\
--2220 & -1290 & -119000000 & -1.31 & -1.49 & -1.79 & 1640 & 1290 & 119000000 & 1.32 &  &  &  &  &  &  &  &  &  &  & \\
-0.147 & 148 & -1.31 & -33 & 00026 & 000379 & 120 & -72 & 1.32 & 34.7 &  &  &  &  &  &  &  &  &  &  & \\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-\begin{table}[htbp]
-\caption{\label{tab:APA300ML_mat_M_2MDoF}First 10x10 elements of the Mass matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-0.02 & 1e-09 & -4e-08 & -1e-10 & 0.0002 & -3e-11 & 0.004 & 5e-08 & 7e-08 & 1e-10\\
-1e-09 & 0.02 & -3e-07 & -0.0002 & -1e-10 & -2e-09 & 2e-08 & 0.004 & 3e-07 & 1e-05\\
--4e-08 & -3e-07 & 0.02 & 7e-10 & -2e-09 & 1e-09 & 3e-07 & 7e-08 & 0.003 & 1e-09\\
--1e-10 & -0.0002 & 7e-10 & 4e-06 & -1e-12 & -6e-13 & 2e-10 & -7e-06 & -8e-10 & -1e-09\\
-0.0002 & -1e-10 & -2e-09 & -1e-12 & 3e-06 & 2e-13 & 9e-06 & 4e-11 & 2e-09 & -3e-13\\
--3e-11 & -2e-09 & 1e-09 & -6e-13 & 2e-13 & 4e-07 & 8e-11 & 9e-10 & -1e-09 & 2e-12\\
-0.004 & 2e-08 & 3e-07 & 2e-10 & 9e-06 & 8e-11 & 0.02 & -7e-08 & -3e-07 & -2e-10\\
-5e-08 & 0.004 & 7e-08 & -7e-06 & 4e-11 & 9e-10 & -7e-08 & 0.01 & -4e-08 & 0.0002\\
-7e-08 & 3e-07 & 0.003 & -8e-10 & 2e-09 & -1e-09 & -3e-07 & -4e-08 & 0.02 & -1e-09\\
-1e-10 & 1e-05 & 1e-09 & -1e-09 & -3e-13 & 2e-12 & -2e-10 & 0.0002 & -1e-09 & 2e-06\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-\begin{table}[htbp]
-\caption{\label{tab:parameters_fem_2MDoF}Some extracted parameters of the FEM}
-\centering
-\begin{tabularx}{0.4\linewidth}{lc}
-\toprule
-Total number of Nodes & 2\\
-Number of interface Nodes & 2\\
-Number of Modes & 6\\
-Size of M and K matrices & 18\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-Then, we extract the coordinates of the interface nodes.
-\begin{table}[htbp]
-\caption{\label{tab:coordinate_nodes_2MDoF}Coordinates of the interface nodes}
-\centering
-\begin{tabularx}{0.6\linewidth}{ccccc}
-\toprule
-Node i & Node Number & x [m] & y [m] & z [m]\\
-\midrule
-1.0 & 181278.0 & 0.0 & 0.0 & 0.0\\
-2.0 & 181279.0 & 0.0 & 0.0 & -0.0\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-Using \texttt{K}, \texttt{M} and \texttt{int\_xyz}, we can use the \texttt{Reduced Order Flexible Solid} simscape block.
-\section{Identification of the parameters using Simscape and looking at the Stiffness Matrix}
-The flexor is now imported into Simscape and its parameters are estimated using an identification.
-
-The dynamics is identified from the applied force/torque to the measured displacement/rotation of the flexor.
-And we find the same parameters as the one estimated from the Stiffness matrix.
-
-\begin{table}[htbp]
-\caption{\label{tab:comp_identified_stiffnesses}Comparison of identified and FEM stiffnesses}
-\centering
-\begin{tabularx}{0.7\linewidth}{lcc}
-\toprule
-\textbf{Characteristic} & \textbf{Value} & \textbf{Identification}\\
-\midrule
-Axial Stiffness Dz [N/um] & 119 & 119\\
-Bending Stiffness Rx [Nm/rad] & 33 & 33\\
-Bending Stiffness Ry [Nm/rad] & 33 & 33\\
-Torsion Stiffness Rz [Nm/rad] & 236 & 236\\
-\bottomrule
-\end{tabularx}
-\end{table}
-\section{Simpler Model}
-Let's now model the flexible joint with a ``perfect'' Bushing joint as shown in Figure \ref{fig:flexible_joint_simscape}.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=0.3\linewidth]{figs/flexible_joint_simscape.png}
-\caption{\label{fig:flexible_joint_simscape}Bushing Joint used to model the flexible joint}
-\end{figure}
-
-The parameters of the Bushing joint (stiffnesses) are estimated from the Stiffness matrix that was computed from the FEM.
-The dynamics from the applied force/torque to the measured displacement/rotation of the flexor is identified again for this simpler model.
-The two obtained dynamics are compared in Figure
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/flexor_ID16_compare_bushing_joint.png}
-\caption{\label{fig:flexor_ID16_compare_bushing_joint}Comparison of the Joint compliance between the FEM model and the simpler model}
-\end{figure}
-\chapter{Optimized Flexible Joint}
-\label{sec:flexor_025}
-The joint geometry has been optimized using Ansys to have lower bending stiffness while keeping a large axial stiffness.
-
-The obtained geometry is shown in Figure \ref{fig:optimal_flexor}.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=1.0\linewidth]{figs/flexor_025_MDoF.jpg}
-\caption{\label{fig:optimal_flexor}Flexor studied}
-\end{figure}
-\section{Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates}
-We first extract the stiffness and mass matrices.
-\begin{table}[htbp]
-\caption{\label{tab:flex_mat_K}First 10x10 elements of the Stiffness matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-12700000 & -18.5 & -26.8 & 00162 & -4.63 & 64 & -12700000 & 18.3 & 26.7 & 00234\\
--18.5 & 12700000 & -499 & -132 & 00414 & -0.495 & 18.4 & -12700000 & 499 & 132\\
--26.8 & -499 & 94000000 & -470 & 00771 & -0.855 & 26.8 & 498 & -94000000 & 470\\
-00162 & -132 & -470 & 4.83 & 2.61e-07 & 000123 & -00163 & 132 & 470 & -4.83\\
--4.63 & 00414 & 00771 & 2.61e-07 & 4.83 & 4.43e-05 & 4.63 & -00413 & -00772 & -4.3e-07\\
-64 & -0.495 & -0.855 & 000123 & 4.43e-05 & 260 & -64 & 0.495 & 0.855 & -000124\\
--12700000 & 18.4 & 26.8 & -00163 & 4.63 & -64 & 12700000 & -18.2 & -26.7 & -00234\\
-18.3 & -12700000 & 498 & 132 & -00413 & 0.495 & -18.2 & 12700000 & -498 & -132\\
-26.7 & 499 & -94000000 & 470 & -00772 & 0.855 & -26.7 & -498 & 94000000 & -470\\
-00234 & 132 & 470 & -4.83 & -4.3e-07 & -000124 & -00234 & -132 & -470 & 4.83\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-
-\begin{table}[htbp]
-\caption{\label{tab:flex_mat_M}First 10x10 elements of the Mass matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-0.006 & 8e-09 & -2e-08 & -1e-10 & 3e-05 & 3e-08 & 0.003 & -3e-09 & 9e-09 & 2e-12\\
-8e-09 & 0.02 & 1e-07 & -3e-05 & 1e-11 & 6e-10 & 1e-08 & 0.003 & -5e-08 & 3e-09\\
--2e-08 & 1e-07 & 0.01 & -6e-08 & -6e-11 & -8e-12 & -1e-07 & 1e-08 & 0.003 & -1e-08\\
--1e-10 & -3e-05 & -6e-08 & 1e-06 & 7e-14 & 6e-13 & 1e-10 & 1e-06 & -1e-08 & 3e-10\\
-3e-05 & 1e-11 & -6e-11 & 7e-14 & 2e-07 & 1e-10 & 3e-08 & -7e-12 & 6e-11 & -6e-16\\
-3e-08 & 6e-10 & -8e-12 & 6e-13 & 1e-10 & 5e-07 & 1e-08 & -5e-10 & -1e-11 & 1e-13\\
-0.003 & 1e-08 & -1e-07 & 1e-10 & 3e-08 & 1e-08 & 0.02 & -2e-08 & 1e-07 & -4e-12\\
--3e-09 & 0.003 & 1e-08 & 1e-06 & -7e-12 & -5e-10 & -2e-08 & 0.006 & -8e-08 & 3e-05\\
-9e-09 & -5e-08 & 0.003 & -1e-08 & 6e-11 & -1e-11 & 1e-07 & -8e-08 & 0.01 & -6e-08\\
-2e-12 & 3e-09 & -1e-08 & 3e-10 & -6e-16 & 1e-13 & -4e-12 & 3e-05 & -6e-08 & 2e-07\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-
-Then, we extract the coordinates of the interface nodes.
-\begin{table}[htbp]
-\caption{\label{tab:coordinate_nodes_flex}Coordinates of the interface nodes for Flexible Joint}
-\centering
-\begin{tabularx}{0.6\linewidth}{ccccc}
-\toprule
-Total number of Nodes & 2\\
-Number of interface Nodes & 2\\
-Number of Modes & 6\\
-Size of M and K matrices & 18\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-\begin{table}[htbp]
-\caption{\label{tab:coordinate_interface_nodes_flex}Coordinates of the interface nodes}
-\centering
-\begin{tabularx}{0.6\linewidth}{ccccc}
-\toprule
-Node i & Node Number & x [m] & y [m] & z [m]\\
-\midrule
-1.0 & 528875.0 & 0.0 & 0.0 & 0.0\\
-2.0 & 528876.0 & 0.0 & 0.0 & -0.0\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-Using \texttt{K}, \texttt{M} and \texttt{int\_xyz}, we can use the \texttt{Reduced Order Flexible Solid} simscape block.
-\section{Identification of the parameters using Simscape}
-The flexor is now imported into Simscape and its parameters are estimated using an identification.
-
-The dynamics is identified from the applied force/torque to the measured displacement/rotation of the flexor.
-And we find the same parameters as the one estimated from the Stiffness matrix.
-
-\begin{table}[htbp]
-\caption{\label{tab:comp_identified_stiffnesses_flex}Comparison of identified and FEM stiffnesses}
-\centering
-\begin{tabularx}{0.7\linewidth}{lcc}
-\toprule
-\textbf{Caracteristic} & \textbf{Value} & \textbf{Identification}\\
-\midrule
-Axial Stiffness Dz [N/um] & 94.0 & 93.9\\
-Bending Stiffness Rx [Nm/rad] & 4.8 & 4.8\\
-Bending Stiffness Ry [Nm/rad] & 4.8 & 4.8\\
-Torsion Stiffness Rz [Nm/rad] & 260.2 & 260.2\\
-\bottomrule
-\end{tabularx}
-\end{table}
-\section{Simpler Model}
-Let's now model the flexible joint with a ``perfect'' Bushing joint as shown in Figure \ref{fig:flexible_joint_simscape}.
-
-The parameters of the Bushing joint (stiffnesses) are estimated from the Stiffness matrix that was computed from the FEM.
-The dynamics from the applied force/torque to the measured displacement/rotation of the flexor is identified again for this simpler model.
-The two obtained dynamics are compared in Figure
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/flexor_ID16_compare_bushing_joint_optimized.png}
-\caption{\label{fig:flexor_ID16_compare_bushing_joint_optimized}Comparison of the Joint compliance between the FEM model and the simpler model}
-\end{figure}
-\section{Comparison with a stiffer Flexible Joint}
-The stiffness matrix with the flexible joint with a ``hinge'' size of 0.50mm is loaded.
-Its parameters are compared with the Flexible Joint with a size of 0.25mm in the table below.
-
-\begin{table}[htbp]
-\caption{\label{tab:comp_stiffnesses_flex_size}Comparison of flexible joint stiffnesses for 0.25 and 0.5mm}
-\centering
-\begin{tabularx}{0.7\linewidth}{lcc}
-\toprule
-\textbf{Caracteristic} & \textbf{0.25 mm} & \textbf{0.50 mm}\\
-\midrule
-Axial Stiffness Dz [N/um] & 94.0 & 124.7\\
-Shear Stiffness [N/um] & 12.7 & 25.8\\
-Bending Stiffness Rx [Nm/rad] & 4.8 & 26.0\\
-Bending Stiffness Ry [Nm/rad] & 4.8 & 26.0\\
-Torsion Stiffness Rz [Nm/rad] & 260.2 & 538.0\\
-\bottomrule
-\end{tabularx}
-\end{table}
-\chapter{Complete Strut with Encoder}
-\label{sec:strut_encoder}
-\section{Introduction}
-
-Now, the full nano-hexapod strut is modelled using Ansys.
-
-The 3D as well as the interface nodes are shown in Figure \ref{fig:strut_encoder_points3}.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=1.0\linewidth]{figs/strut_fem_nodes.jpg}
-\caption{\label{fig:strut_encoder_points3}Interface points}
-\end{figure}
-
-A side view is shown in Figure \ref{fig:strut_encoder_nodes_side}.
-
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1,width=1.0\linewidth]{figs/strut_fem_nodes_side.jpg}
-\caption{\label{fig:strut_encoder_nodes_side}Interface points - Side view}
-\end{figure}
-
-The flexible joints used have a 0.25mm width size.
-\section{Import Mass Matrix, Stiffness Matrix, and Interface Nodes Coordinates}
-We first extract the stiffness and mass matrices.
-\begin{table}[htbp]
-\caption{\label{tab:strut_mat_K}First 10x10 elements of the Stiffness matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-2000000 & 1000000 & -3000000 & -400 & 300 & 200 & -30 & 2000 & -10000 & 0.3\\
-1000000 & 4000000 & -8000000 & -900 & 400 & -50 & -6000 & 10000 & -20000 & 3\\
--3000000 & -8000000 & 20000000 & 2000 & -900 & 200 & -10000 & 20000 & -300000 & 7\\
--400 & -900 & 2000 & 5 & -0.1 & 05 & 1 & -3 & 6 & -0007\\
-300 & 400 & -900 & -0.1 & 5 & 04 & -0.1 & 0.5 & -3 & 0001\\
-200 & -50 & 200 & 05 & 04 & 300 & 4 & -01 & -1 & 3e-05\\
--30 & -6000 & -10000 & 1 & -0.1 & 4 & 3000000 & -1000000 & -2000000 & -300\\
-2000 & 10000 & 20000 & -3 & 0.5 & -01 & -1000000 & 6000000 & 7000000 & 1000\\
--10000 & -20000 & -300000 & 6 & -3 & -1 & -2000000 & 7000000 & 20000000 & 2000\\
-0.3 & 3 & 7 & -0007 & 0001 & 3e-05 & -300 & 1000 & 2000 & 5\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-
-\begin{table}[htbp]
-\caption{\label{tab:strut_mat_M}First 10x10 elements of the Mass matrix}
-\centering
-\tiny
-\begin{tabularx}{\linewidth}{XXXXXXXXXX}
-\toprule
-0.04 & -0.005 & 0.007 & 2e-06 & 0.0001 & -5e-07 & -1e-05 & -9e-07 & 8e-05 & -5e-10\\
--0.005 & 0.03 & 0.02 & -0.0001 & 1e-06 & -3e-07 & 3e-05 & -0.0001 & 8e-05 & -3e-08\\
-0.007 & 0.02 & 0.08 & -6e-06 & -5e-06 & -7e-07 & 4e-05 & -0.0001 & 0.0005 & -3e-08\\
-2e-06 & -0.0001 & -6e-06 & 2e-06 & -4e-10 & 2e-11 & -8e-09 & 3e-08 & -2e-08 & 6e-12\\
-0.0001 & 1e-06 & -5e-06 & -4e-10 & 3e-06 & 2e-10 & -3e-09 & 3e-09 & -7e-09 & 6e-13\\
--5e-07 & -3e-07 & -7e-07 & 2e-11 & 2e-10 & 5e-07 & -2e-08 & 5e-09 & -5e-09 & 1e-12\\
--1e-05 & 3e-05 & 4e-05 & -8e-09 & -3e-09 & -2e-08 & 0.04 & 0.004 & 0.003 & 1e-06\\
--9e-07 & -0.0001 & -0.0001 & 3e-08 & 3e-09 & 5e-09 & 0.004 & 0.02 & -0.02 & 0.0001\\
-8e-05 & 8e-05 & 0.0005 & -2e-08 & -7e-09 & -5e-09 & 0.003 & -0.02 & 0.08 & -5e-06\\
--5e-10 & -3e-08 & -3e-08 & 6e-12 & 6e-13 & 1e-12 & 1e-06 & 0.0001 & -5e-06 & 2e-06\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-
-Then, we extract the coordinates of the interface nodes.
-\begin{table}[htbp]
-\caption{\label{tab:parameters_fem_strut}Some extracted parameters of the FEM}
-\centering
-\begin{tabularx}{0.4\linewidth}{lc}
-\toprule
-Total number of Nodes & 8\\
-Number of interface Nodes & 8\\
-Number of Modes & 6\\
-Size of M and K matrices & 54\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-\begin{table}[htbp]
-\caption{\label{tab:coordinate_nodes_strut}Coordinates of the interface nodes}
-\centering
-\begin{tabularx}{0.6\linewidth}{ccccc}
-\toprule
-Node i & Node Number & x [m] & y [m] & z [m]\\
-\midrule
-1.0 & 504411.0 & 0.0 & 0.0 & 0.0405\\
-2.0 & 504412.0 & 0.0 & 0.0 & -0.0405\\
-3.0 & 504413.0 & -0.0325 & 0.0 & 0.0\\
-4.0 & 504414.0 & -0.0125 & 0.0 & 0.0\\
-5.0 & 504415.0 & -0.0075 & 0.0 & 0.0\\
-6.0 & 504416.0 & 0.0325 & 0.0 & 0.0\\
-7.0 & 504417.0 & 0.004 & 0.0145 & -0.00175\\
-8.0 & 504418.0 & 0.004 & 0.0166 & -0.00175\\
-\bottomrule
-\end{tabularx}
-\end{table}
-
-Using \texttt{K}, \texttt{M} and \texttt{int\_xyz}, we can use the \texttt{Reduced Order Flexible Solid} simscape block.
-\section{Piezoelectric parameters}
-Parameters for the APA300ML:
-\section{Identification of the Dynamics}
-The dynamics is identified from the applied force to the measured relative displacement.
-The same dynamics is identified for a payload mass of 10Kg.
-\begin{figure}[htbp]
-\centering
-\includegraphics[scale=1]{figs/dynamics_encoder_full_strut.png}
-\caption{\label{fig:dynamics_encoder_full_strut}Dynamics from the force actuator to the measured motion by the encoder}
-\end{figure}
-\printbibliography[heading=bibintoc,title={Bibliography}]
-\end{document}

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ref.bib

@@ -0,0 +1,21 @@
+@article{souleille18_concep_activ_mount_space_applic,
+  author = {Souleille, Adrien and Lampert, Thibault and Lafarga, V and Hellegouarch, Sylvain and Rondineau, Alan and Rodrigues, Gon{\c{c}}alo and Collette, Christophe},
+  title = {A Concept of Active Mount for Space Applications},
+  journal = {CEAS Space Journal},
+  volume = {10},
+  number = {2},
+  pages = {157--165},
+  year = {2018},
+  publisher = {Springer},
+}
+
+@book{fleming14_desig_model_contr_nanop_system,
+  author = {Andrew J. Fleming and Kam K. Leang},
+  title = {Design, Modeling and Control of Nanopositioning Systems},
+  year = {2014},
+  publisher = {Springer International Publishing},
+  url = {https://doi.org/10.1007/978-3-319-06617-2},
+  doi = {10.1007/978-3-319-06617-2},
+  pages = {nil},
+  series = {Advances in Industrial Control},
+}