849 lines
36 KiB
HTML
849 lines
36 KiB
HTML
|
<?xml version="1.0" encoding="utf-8"?>
|
||
|
<?xml version="1.0" encoding="utf-8"?>
|
||
|
<?xml version="1.0" encoding="utf-8"?>
|
||
|
<!DOCTYPE html PUBLIC "-//W3C//DTD XHTML 1.0 Strict//EN"
|
||
|
"http://www.w3.org/TR/xhtml1/DTD/xhtml1-strict.dtd">
|
||
|
<html xmlns="http://www.w3.org/1999/xhtml" lang="en" xml:lang="en">
|
||
|
<head>
|
||
|
<!-- 2020-04-07 mar. 14:55 -->
|
||
|
<meta http-equiv="Content-Type" content="text/html;charset=utf-8" />
|
||
|
<meta name="viewport" content="width=device-width, initial-scale=1" />
|
||
|
<title>Determination of the optimal nano-hexapod’s stiffness</title>
|
||
|
<meta name="generator" content="Org mode" />
|
||
|
<meta name="author" content="Dehaeze Thomas" />
|
||
|
<style type="text/css">
|
||
|
<!--/*--><![CDATA[/*><!--*/
|
||
|
.title { text-align: center;
|
||
|
margin-bottom: .2em; }
|
||
|
.subtitle { text-align: center;
|
||
|
font-size: medium;
|
||
|
font-weight: bold;
|
||
|
margin-top:0; }
|
||
|
.todo { font-family: monospace; color: red; }
|
||
|
.done { font-family: monospace; color: green; }
|
||
|
.priority { font-family: monospace; color: orange; }
|
||
|
.tag { background-color: #eee; font-family: monospace;
|
||
|
padding: 2px; font-size: 80%; font-weight: normal; }
|
||
|
.timestamp { color: #bebebe; }
|
||
|
.timestamp-kwd { color: #5f9ea0; }
|
||
|
.org-right { margin-left: auto; margin-right: 0px; text-align: right; }
|
||
|
.org-left { margin-left: 0px; margin-right: auto; text-align: left; }
|
||
|
.org-center { margin-left: auto; margin-right: auto; text-align: center; }
|
||
|
.underline { text-decoration: underline; }
|
||
|
#postamble p, #preamble p { font-size: 90%; margin: .2em; }
|
||
|
p.verse { margin-left: 3%; }
|
||
|
pre {
|
||
|
border: 1px solid #ccc;
|
||
|
box-shadow: 3px 3px 3px #eee;
|
||
|
padding: 8pt;
|
||
|
font-family: monospace;
|
||
|
overflow: auto;
|
||
|
margin: 1.2em;
|
||
|
}
|
||
|
pre.src {
|
||
|
position: relative;
|
||
|
overflow: visible;
|
||
|
padding-top: 1.2em;
|
||
|
}
|
||
|
pre.src:before {
|
||
|
display: none;
|
||
|
position: absolute;
|
||
|
background-color: white;
|
||
|
top: -10px;
|
||
|
right: 10px;
|
||
|
padding: 3px;
|
||
|
border: 1px solid black;
|
||
|
}
|
||
|
pre.src:hover:before { display: inline;}
|
||
|
/* Languages per Org manual */
|
||
|
pre.src-asymptote:before { content: 'Asymptote'; }
|
||
|
pre.src-awk:before { content: 'Awk'; }
|
||
|
pre.src-C:before { content: 'C'; }
|
||
|
/* pre.src-C++ doesn't work in CSS */
|
||
|
pre.src-clojure:before { content: 'Clojure'; }
|
||
|
pre.src-css:before { content: 'CSS'; }
|
||
|
pre.src-D:before { content: 'D'; }
|
||
|
pre.src-ditaa:before { content: 'ditaa'; }
|
||
|
pre.src-dot:before { content: 'Graphviz'; }
|
||
|
pre.src-calc:before { content: 'Emacs Calc'; }
|
||
|
pre.src-emacs-lisp:before { content: 'Emacs Lisp'; }
|
||
|
pre.src-fortran:before { content: 'Fortran'; }
|
||
|
pre.src-gnuplot:before { content: 'gnuplot'; }
|
||
|
pre.src-haskell:before { content: 'Haskell'; }
|
||
|
pre.src-hledger:before { content: 'hledger'; }
|
||
|
pre.src-java:before { content: 'Java'; }
|
||
|
pre.src-js:before { content: 'Javascript'; }
|
||
|
pre.src-latex:before { content: 'LaTeX'; }
|
||
|
pre.src-ledger:before { content: 'Ledger'; }
|
||
|
pre.src-lisp:before { content: 'Lisp'; }
|
||
|
pre.src-lilypond:before { content: 'Lilypond'; }
|
||
|
pre.src-lua:before { content: 'Lua'; }
|
||
|
pre.src-matlab:before { content: 'MATLAB'; }
|
||
|
pre.src-mscgen:before { content: 'Mscgen'; }
|
||
|
pre.src-ocaml:before { content: 'Objective Caml'; }
|
||
|
pre.src-octave:before { content: 'Octave'; }
|
||
|
pre.src-org:before { content: 'Org mode'; }
|
||
|
pre.src-oz:before { content: 'OZ'; }
|
||
|
pre.src-plantuml:before { content: 'Plantuml'; }
|
||
|
pre.src-processing:before { content: 'Processing.js'; }
|
||
|
pre.src-python:before { content: 'Python'; }
|
||
|
pre.src-R:before { content: 'R'; }
|
||
|
pre.src-ruby:before { content: 'Ruby'; }
|
||
|
pre.src-sass:before { content: 'Sass'; }
|
||
|
pre.src-scheme:before { content: 'Scheme'; }
|
||
|
pre.src-screen:before { content: 'Gnu Screen'; }
|
||
|
pre.src-sed:before { content: 'Sed'; }
|
||
|
pre.src-sh:before { content: 'shell'; }
|
||
|
pre.src-sql:before { content: 'SQL'; }
|
||
|
pre.src-sqlite:before { content: 'SQLite'; }
|
||
|
/* additional languages in org.el's org-babel-load-languages alist */
|
||
|
pre.src-forth:before { content: 'Forth'; }
|
||
|
pre.src-io:before { content: 'IO'; }
|
||
|
pre.src-J:before { content: 'J'; }
|
||
|
pre.src-makefile:before { content: 'Makefile'; }
|
||
|
pre.src-maxima:before { content: 'Maxima'; }
|
||
|
pre.src-perl:before { content: 'Perl'; }
|
||
|
pre.src-picolisp:before { content: 'Pico Lisp'; }
|
||
|
pre.src-scala:before { content: 'Scala'; }
|
||
|
pre.src-shell:before { content: 'Shell Script'; }
|
||
|
pre.src-ebnf2ps:before { content: 'ebfn2ps'; }
|
||
|
/* additional language identifiers per "defun org-babel-execute"
|
||
|
in ob-*.el */
|
||
|
pre.src-cpp:before { content: 'C++'; }
|
||
|
pre.src-abc:before { content: 'ABC'; }
|
||
|
pre.src-coq:before { content: 'Coq'; }
|
||
|
pre.src-groovy:before { content: 'Groovy'; }
|
||
|
/* additional language identifiers from org-babel-shell-names in
|
||
|
ob-shell.el: ob-shell is the only babel language using a lambda to put
|
||
|
the execution function name together. */
|
||
|
pre.src-bash:before { content: 'bash'; }
|
||
|
pre.src-csh:before { content: 'csh'; }
|
||
|
pre.src-ash:before { content: 'ash'; }
|
||
|
pre.src-dash:before { content: 'dash'; }
|
||
|
pre.src-ksh:before { content: 'ksh'; }
|
||
|
pre.src-mksh:before { content: 'mksh'; }
|
||
|
pre.src-posh:before { content: 'posh'; }
|
||
|
/* Additional Emacs modes also supported by the LaTeX listings package */
|
||
|
pre.src-ada:before { content: 'Ada'; }
|
||
|
pre.src-asm:before { content: 'Assembler'; }
|
||
|
pre.src-caml:before { content: 'Caml'; }
|
||
|
pre.src-delphi:before { content: 'Delphi'; }
|
||
|
pre.src-html:before { content: 'HTML'; }
|
||
|
pre.src-idl:before { content: 'IDL'; }
|
||
|
pre.src-mercury:before { content: 'Mercury'; }
|
||
|
pre.src-metapost:before { content: 'MetaPost'; }
|
||
|
pre.src-modula-2:before { content: 'Modula-2'; }
|
||
|
pre.src-pascal:before { content: 'Pascal'; }
|
||
|
pre.src-ps:before { content: 'PostScript'; }
|
||
|
pre.src-prolog:before { content: 'Prolog'; }
|
||
|
pre.src-simula:before { content: 'Simula'; }
|
||
|
pre.src-tcl:before { content: 'tcl'; }
|
||
|
pre.src-tex:before { content: 'TeX'; }
|
||
|
pre.src-plain-tex:before { content: 'Plain TeX'; }
|
||
|
pre.src-verilog:before { content: 'Verilog'; }
|
||
|
pre.src-vhdl:before { content: 'VHDL'; }
|
||
|
pre.src-xml:before { content: 'XML'; }
|
||
|
pre.src-nxml:before { content: 'XML'; }
|
||
|
/* add a generic configuration mode; LaTeX export needs an additional
|
||
|
(add-to-list 'org-latex-listings-langs '(conf " ")) in .emacs */
|
||
|
pre.src-conf:before { content: 'Configuration File'; }
|
||
|
|
||
|
table { border-collapse:collapse; }
|
||
|
caption.t-above { caption-side: top; }
|
||
|
caption.t-bottom { caption-side: bottom; }
|
||
|
td, th { vertical-align:top; }
|
||
|
th.org-right { text-align: center; }
|
||
|
th.org-left { text-align: center; }
|
||
|
th.org-center { text-align: center; }
|
||
|
td.org-right { text-align: right; }
|
||
|
td.org-left { text-align: left; }
|
||
|
td.org-center { text-align: center; }
|
||
|
dt { font-weight: bold; }
|
||
|
.footpara { display: inline; }
|
||
|
.footdef { margin-bottom: 1em; }
|
||
|
.figure { padding: 1em; }
|
||
|
.figure p { text-align: center; }
|
||
|
.equation-container {
|
||
|
display: table;
|
||
|
text-align: center;
|
||
|
width: 100%;
|
||
|
}
|
||
|
.equation {
|
||
|
vertical-align: middle;
|
||
|
}
|
||
|
.equation-label {
|
||
|
display: table-cell;
|
||
|
text-align: right;
|
||
|
vertical-align: middle;
|
||
|
}
|
||
|
.inlinetask {
|
||
|
padding: 10px;
|
||
|
border: 2px solid gray;
|
||
|
margin: 10px;
|
||
|
background: #ffffcc;
|
||
|
}
|
||
|
#org-div-home-and-up
|
||
|
{ text-align: right; font-size: 70%; white-space: nowrap; }
|
||
|
textarea { overflow-x: auto; }
|
||
|
.linenr { font-size: smaller }
|
||
|
.code-highlighted { background-color: #ffff00; }
|
||
|
.org-info-js_info-navigation { border-style: none; }
|
||
|
#org-info-js_console-label
|
||
|
{ font-size: 10px; font-weight: bold; white-space: nowrap; }
|
||
|
.org-info-js_search-highlight
|
||
|
{ background-color: #ffff00; color: #000000; font-weight: bold; }
|
||
|
.org-svg { width: 90%; }
|
||
|
/*]]>*/-->
|
||
|
</style>
|
||
|
<link rel="stylesheet" type="text/css" href="./css/htmlize.css"/>
|
||
|
<link rel="stylesheet" type="text/css" href="./css/readtheorg.css"/>
|
||
|
<link rel="stylesheet" type="text/css" href="./css/zenburn.css"/>
|
||
|
<script type="text/javascript" src="./js/jquery.min.js"></script>
|
||
|
<script type="text/javascript" src="./js/bootstrap.min.js"></script>
|
||
|
<script type="text/javascript" src="./js/jquery.stickytableheaders.min.js"></script>
|
||
|
<script type="text/javascript" src="./js/readtheorg.js"></script>
|
||
|
<script type="text/javascript">
|
||
|
// @license magnet:?xt=urn:btih:1f739d935676111cfff4b4693e3816e664797050&dn=gpl-3.0.txt GPL-v3-or-Later
|
||
|
<!--/*--><![CDATA[/*><!--*/
|
||
|
function CodeHighlightOn(elem, id)
|
||
|
{
|
||
|
var target = document.getElementById(id);
|
||
|
if(null != target) {
|
||
|
elem.cacheClassElem = elem.className;
|
||
|
elem.cacheClassTarget = target.className;
|
||
|
target.className = "code-highlighted";
|
||
|
elem.className = "code-highlighted";
|
||
|
}
|
||
|
}
|
||
|
function CodeHighlightOff(elem, id)
|
||
|
{
|
||
|
var target = document.getElementById(id);
|
||
|
if(elem.cacheClassElem)
|
||
|
elem.className = elem.cacheClassElem;
|
||
|
if(elem.cacheClassTarget)
|
||
|
target.className = elem.cacheClassTarget;
|
||
|
}
|
||
|
/*]]>*///-->
|
||
|
// @license-end
|
||
|
</script>
|
||
|
<script>
|
||
|
MathJax = {
|
||
|
tex: { macros: {
|
||
|
bm: ["\\boldsymbol{#1}",1],
|
||
|
}
|
||
|
}
|
||
|
};
|
||
|
</script>
|
||
|
<script type="text/javascript"
|
||
|
src="https://cdn.jsdelivr.net/npm/mathjax@3/es5/tex-mml-chtml.js"></script>
|
||
|
</head>
|
||
|
<body>
|
||
|
<div id="org-div-home-and-up">
|
||
|
<a accesskey="h" href="index.html"> UP </a>
|
||
|
|
|
||
|
<a accesskey="H" href="index.html"> HOME </a>
|
||
|
</div><div id="content">
|
||
|
<h1 class="title">Determination of the optimal nano-hexapod’s stiffness</h1>
|
||
|
<div id="table-of-contents">
|
||
|
<h2>Table of Contents</h2>
|
||
|
<div id="text-table-of-contents">
|
||
|
<ul>
|
||
|
<li><a href="#org157c07d">1. Spindle Rotation Speed</a>
|
||
|
<ul>
|
||
|
<li><a href="#orgb1e5096">1.1. Initialization</a></li>
|
||
|
<li><a href="#org687bdef">1.2. Identification when rotating at maximum speed</a></li>
|
||
|
<li><a href="#org7dcfddb">1.3. Change of dynamics</a></li>
|
||
|
</ul>
|
||
|
</li>
|
||
|
<li><a href="#org23ddf26">2. Micro-Station Compliance Effect</a>
|
||
|
<ul>
|
||
|
<li><a href="#orgdc8aeea">2.1. Identification of the micro-station compliance</a></li>
|
||
|
<li><a href="#orga44542b">2.2. Identification of the dynamics with a rigid micro-station</a></li>
|
||
|
<li><a href="#org49d6b26">2.3. Identification of the dynamics with a flexible micro-station</a></li>
|
||
|
<li><a href="#org4c1ed79">2.4. Obtained Dynamics</a></li>
|
||
|
</ul>
|
||
|
</li>
|
||
|
<li><a href="#org19559b0">3. Payload “Impedance” Effect</a>
|
||
|
<ul>
|
||
|
<li><a href="#org67607c3">3.1. Initialization</a></li>
|
||
|
<li><a href="#org73f1c6e">3.2. Identification of the dynamics while change the payload dynamics</a></li>
|
||
|
<li><a href="#orgd7a519b">3.3. Change of dynamics for the primary controller</a>
|
||
|
<ul>
|
||
|
<li><a href="#orgb44d421">3.3.1. Frequency variation</a></li>
|
||
|
<li><a href="#orgfc270b0">3.3.2. Mass variation</a></li>
|
||
|
<li><a href="#org118f0c2">3.3.3. Total variation</a></li>
|
||
|
</ul>
|
||
|
</li>
|
||
|
</ul>
|
||
|
</li>
|
||
|
<li><a href="#org973d2e3">4. Total Change of dynamics</a></li>
|
||
|
</ul>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
As shown before, many parameters other than the nano-hexapod itself do influence the plant dynamics:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>The micro-station compliance (studied <a href="uncertainty_support.html">here</a>)</li>
|
||
|
<li>The payload mass and dynamical properties (studied <a href="uncertainty_payload.html">here</a> and <a href="uncertainty_experiment.html">here</a>)</li>
|
||
|
<li>The experimental conditions, mainly the spindle rotation speed (studied <a href="uncertainty_experiment.html">here</a>)</li>
|
||
|
</ul>
|
||
|
|
||
|
<p>
|
||
|
As seen before, the stiffness of the nano-hexapod greatly influence the effect of such parameters.
|
||
|
</p>
|
||
|
|
||
|
<p>
|
||
|
We wish here to see if we can determine an optimal stiffness of the nano-hexapod such that:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>Section <a href="#org902923f">1</a>: the change of its dynamics due to the spindle rotation speed is acceptable</li>
|
||
|
<li>Section <a href="#orgabe2ab2">2</a>: the support compliance dynamics is not much present in the nano-hexapod dynamics</li>
|
||
|
<li>Section <a href="#org2bd8390">3</a>: the change of payload impedance has acceptable effect on the plant dynamics</li>
|
||
|
</ul>
|
||
|
|
||
|
<p>
|
||
|
The overall goal is to design a nano-hexapod that will allow the highest possible control bandwidth.
|
||
|
</p>
|
||
|
|
||
|
<div id="outline-container-org157c07d" class="outline-2">
|
||
|
<h2 id="org157c07d"><span class="section-number-2">1</span> Spindle Rotation Speed</h2>
|
||
|
<div class="outline-text-2" id="text-1">
|
||
|
<p>
|
||
|
<a id="org902923f"></a>
|
||
|
</p>
|
||
|
<p>
|
||
|
In this section, we look at the effect of the spindle rotation speed on the plant dynamics.
|
||
|
</p>
|
||
|
|
||
|
<p>
|
||
|
The rotation speed will have an effect due to the Coriolis effect.
|
||
|
</p>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-orgb1e5096" class="outline-3">
|
||
|
<h3 id="orgb1e5096"><span class="section-number-3">1.1</span> Initialization</h3>
|
||
|
<div class="outline-text-3" id="text-1-1">
|
||
|
<p>
|
||
|
We initialize all the stages with the default parameters.
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeGround();
|
||
|
initializeGranite();
|
||
|
initializeTy();
|
||
|
initializeRy();
|
||
|
initializeRz();
|
||
|
initializeMicroHexapod();
|
||
|
initializeAxisc();
|
||
|
initializeMirror();
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
We use a sample mass of 10kg.
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeSample(<span class="org-string">'mass'</span>, 10);
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
We don’t include disturbances in this model as it adds complexity to the simulations and does not alter the obtained dynamics.
|
||
|
We however include gravity.
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeSimscapeConfiguration(<span class="org-string">'gravity'</span>, <span class="org-constant">true</span>);
|
||
|
initializeDisturbances(<span class="org-string">'enable'</span>, <span class="org-constant">false</span>);
|
||
|
initializeLoggingConfiguration(<span class="org-string">'log'</span>, <span class="org-string">'none'</span>);
|
||
|
initializeController();
|
||
|
</pre>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org687bdef" class="outline-3">
|
||
|
<h3 id="org687bdef"><span class="section-number-3">1.2</span> Identification when rotating at maximum speed</h3>
|
||
|
<div class="outline-text-3" id="text-1-2">
|
||
|
<p>
|
||
|
We identify the dynamics for the following spindle rotation speeds <code>Rz_rpm</code>:
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">Rz_rpm = linspace(0, 60, 6);
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
And for the following nano-hexapod actuator stiffness <code>Ks</code>:
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">Ks = logspace(3,9,7); <span class="org-comment">% [N/m]</span>
|
||
|
</pre>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org7dcfddb" class="outline-3">
|
||
|
<h3 id="org7dcfddb"><span class="section-number-3">1.3</span> Change of dynamics</h3>
|
||
|
<div class="outline-text-3" id="text-1-3">
|
||
|
<p>
|
||
|
We plot the change of dynamics due to the change of the spindle rotation speed (from 0rpm to 60rpm):
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>Figure <a href="#orgfd21b56">2</a>: from actuator force \(\tau\) to force sensor \(\tau_m\) (IFF plant)</li>
|
||
|
<li>Figure <a href="#org2a4cc54">3</a>: from actuator force \(\tau\) to actuator relative displacement \(d\mathcal{L}\) (Decentralized positioning plant)</li>
|
||
|
<li>Figure <a href="#orgbf48d68">4</a>: from force in the task space \(\mathcal{F}_x\) to sample displacement \(\mathcal{X}_x\) (Centralized positioning plant)</li>
|
||
|
<li>Figure <a href="#org16be775">5</a>: from force in the task space \(\mathcal{F}_x\) to sample displacement \(\mathcal{X}_y\) (coupling of the centralized positioning plant)</li>
|
||
|
</ul>
|
||
|
|
||
|
|
||
|
<div id="org039ad8e" class="figure">
|
||
|
<p><img src="figs/opti_stiffness_iff_root_locus.png" alt="opti_stiffness_iff_root_locus.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 1: </span>Root Locus plot for IFF control when not rotating (in red) and when rotating at 60rpm (in blue) for 4 different nano-hexapod stiffnesses (<a href="./figs/opti_stiffness_iff_root_locus.png">png</a>, <a href="./figs/opti_stiffness_iff_root_locus.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="orgfd21b56" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_wz_iff.png" alt="opt_stiffness_wz_iff.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 2: </span>Change of dynamics from actuator \(\tau\) to actuator force sensor \(\tau_m\) for a spindle rotation speed from 0rpm to 60rpm (<a href="./figs/opt_stiffness_wz_iff.png">png</a>, <a href="./figs/opt_stiffness_wz_iff.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org2a4cc54" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_wz_dvf.png" alt="opt_stiffness_wz_dvf.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 3: </span>Change of dynamics from actuator force \(\tau\) to actuator displacement \(d\mathcal{L}\) for a spindle rotation speed from 0rpm to 60rpm (<a href="./figs/opt_stiffness_wz_dvf.png">png</a>, <a href="./figs/opt_stiffness_wz_dvf.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="orgbf48d68" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_wz_fx_dx.png" alt="opt_stiffness_wz_fx_dx.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 4: </span>Change of dynamics from force \(\mathcal{F}_x\) to displacement \(\mathcal{X}_x\) for a spindle rotation speed from 0rpm to 60rpm (<a href="./figs/opt_stiffness_wz_fx_dx.png">png</a>, <a href="./figs/opt_stiffness_wz_fx_dx.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org16be775" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_wz_coupling.png" alt="opt_stiffness_wz_coupling.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 5: </span>Change of Coupling from force \(\mathcal{F}_x\) to displacement \(\mathcal{X}_y\) for a spindle rotation speed from 0rpm to 60rpm (<a href="./figs/opt_stiffness_wz_coupling.png">png</a>, <a href="./figs/opt_stiffness_wz_coupling.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div class="outline-text-2" id="text-1">
|
||
|
<div class="important">
|
||
|
<p>
|
||
|
The leg stiffness should be at higher than \(k_i = 10^4\ [N/m]\) such that the main resonance frequency does not shift too much when rotating.
|
||
|
For the coupling, it is more difficult to conclude about the minimum required leg stiffness.
|
||
|
</p>
|
||
|
|
||
|
</div>
|
||
|
|
||
|
<div class="notes">
|
||
|
<p>
|
||
|
Note that we can use very soft nano-hexapod if we limit the spindle rotating speed.
|
||
|
</p>
|
||
|
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org23ddf26" class="outline-2">
|
||
|
<h2 id="org23ddf26"><span class="section-number-2">2</span> Micro-Station Compliance Effect</h2>
|
||
|
<div class="outline-text-2" id="text-2">
|
||
|
<p>
|
||
|
<a id="orgabe2ab2"></a>
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>take the 6dof compliance of the micro-station</li>
|
||
|
<li>simple model + uncertainty</li>
|
||
|
</ul>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-orgdc8aeea" class="outline-3">
|
||
|
<h3 id="orgdc8aeea"><span class="section-number-3">2.1</span> Identification of the micro-station compliance</h3>
|
||
|
<div class="outline-text-3" id="text-2-1">
|
||
|
<p>
|
||
|
We initialize all the stages with the default parameters.
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeGround();
|
||
|
initializeGranite();
|
||
|
initializeTy();
|
||
|
initializeRy();
|
||
|
initializeRz();
|
||
|
initializeMicroHexapod(<span class="org-string">'type'</span>, <span class="org-string">'compliance'</span>);
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
We put nothing on top of the micro-hexapod.
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeAxisc(<span class="org-string">'type'</span>, <span class="org-string">'none'</span>);
|
||
|
initializeMirror(<span class="org-string">'type'</span>, <span class="org-string">'none'</span>);
|
||
|
initializeNanoHexapod(<span class="org-string">'type'</span>, <span class="org-string">'none'</span>);
|
||
|
initializeSample(<span class="org-string">'type'</span>, <span class="org-string">'none'</span>);
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
And we identify the dynamics from forces/torques applied on the micro-hexapod top platform to the motion of the micro-hexapod top platform at the same point.
|
||
|
The diagonal element of the identified Micro-Station compliance matrix are shown in Figure <a href="#org6cfb14b">6</a>.
|
||
|
</p>
|
||
|
|
||
|
|
||
|
<div id="org6cfb14b" class="figure">
|
||
|
<p><img src="figs/opt_stiff_micro_station_compliance.png" alt="opt_stiff_micro_station_compliance.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 6: </span>Identified Compliance of the Micro-Station (<a href="./figs/opt_stiff_micro_station_compliance.png">png</a>, <a href="./figs/opt_stiff_micro_station_compliance.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-orga44542b" class="outline-3">
|
||
|
<h3 id="orga44542b"><span class="section-number-3">2.2</span> Identification of the dynamics with a rigid micro-station</h3>
|
||
|
<div class="outline-text-3" id="text-2-2">
|
||
|
<p>
|
||
|
We now identify the dynamics when the micro-station is rigid.
|
||
|
This is equivalent of identifying the dynamics of the nano-hexapod when fixed to a rigid ground.
|
||
|
We also choose the sample to be rigid and to have a mass of 10kg.
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeSample(<span class="org-string">'type'</span>, <span class="org-string">'rigid'</span>, <span class="org-string">'mass'</span>, 10);
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
As before, we identify the dynamics for the following actuator stiffnesses:
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">Ks = logspace(3,9,7); <span class="org-comment">% [N/m]</span>
|
||
|
</pre>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org49d6b26" class="outline-3">
|
||
|
<h3 id="org49d6b26"><span class="section-number-3">2.3</span> Identification of the dynamics with a flexible micro-station</h3>
|
||
|
<div class="outline-text-3" id="text-2-3">
|
||
|
<p>
|
||
|
We now initialize all the micro-station stages to be flexible.
|
||
|
And we identify the dynamics of the nano-hexapod.
|
||
|
</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
<div id="outline-container-org4c1ed79" class="outline-3">
|
||
|
<h3 id="org4c1ed79"><span class="section-number-3">2.4</span> Obtained Dynamics</h3>
|
||
|
<div class="outline-text-3" id="text-2-4">
|
||
|
<p>
|
||
|
We plot the change of dynamics due to the compliance of the Micro-Station.
|
||
|
The solid curves are corresponding to the nano-hexapod without the micro-station, and the dashed curves with the micro-station:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>Figure <a href="#org71f5400">7</a>: from actuator force \(\tau\) to force sensor \(\tau_m\) (IFF plant)</li>
|
||
|
<li>Figure <a href="#org32aef29">8</a>: from actuator force \(\tau\) to actuator relative displacement \(d\mathcal{L}\) (Decentralized positioning plant)</li>
|
||
|
<li>Figure <a href="#org8a33fed">9</a>: from force in the task space \(\mathcal{F}_x\) to sample displacement \(\mathcal{X}_x\) (Centralized positioning plant)</li>
|
||
|
<li>Figure <a href="#orge9bd08b">10</a>: from force in the task space \(\mathcal{F}_z\) to sample displacement \(\mathcal{X}_z\) (Centralized positioning plant)</li>
|
||
|
</ul>
|
||
|
|
||
|
|
||
|
<div id="org71f5400" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_micro_station_iff.png" alt="opt_stiffness_micro_station_iff.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 7: </span>Change of dynamics from actuator \(\tau\) to actuator force sensor \(\tau_m\) due to the micro-station compliance (<a href="./figs/opt_stiffness_micro_station_iff.png">png</a>, <a href="./figs/opt_stiffness_micro_station_iff.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org32aef29" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_micro_station_dvf.png" alt="opt_stiffness_micro_station_dvf.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 8: </span>Change of dynamics from actuator force \(\tau\) to actuator displacement \(d\mathcal{L}\) due to the micro-station compliance (<a href="./figs/opt_stiffness_micro_station_dvf.png">png</a>, <a href="./figs/opt_stiffness_micro_station_dvf.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org8a33fed" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_micro_station_fx_dx.png" alt="opt_stiffness_micro_station_fx_dx.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 9: </span>Change of dynamics from force \(\mathcal{F}_x\) to displacement \(\mathcal{X}_x\) due to the micro-station compliance (<a href="./figs/opt_stiffness_micro_station_fx_dx.png">png</a>, <a href="./figs/opt_stiffness_micro_station_fx_dx.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="orge9bd08b" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_micro_station_fz_dz.png" alt="opt_stiffness_micro_station_fz_dz.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 10: </span>Change of dynamics from force \(\mathcal{F}_z\) to displacement \(\mathcal{X}_z\) due to the micro-station compliance (<a href="./figs/opt_stiffness_micro_station_fz_dz.png">png</a>, <a href="./figs/opt_stiffness_micro_station_fz_dz.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div class="outline-text-2" id="text-2">
|
||
|
<div class="important">
|
||
|
<p>
|
||
|
The dynamics of the nano-hexapod is not affected by the micro-station dynamics (compliance) when the stiffness of the legs is less than \(10^6\ [N/m]\).
|
||
|
When the nano-hexapod is stiff (\(k>10^7\ [N/m]\)), the compliance of the micro-station appears in the primary plant.
|
||
|
</p>
|
||
|
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org19559b0" class="outline-2">
|
||
|
<h2 id="org19559b0"><span class="section-number-2">3</span> Payload “Impedance” Effect</h2>
|
||
|
<div class="outline-text-2" id="text-3">
|
||
|
<p>
|
||
|
<a id="org2bd8390"></a>
|
||
|
</p>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org67607c3" class="outline-3">
|
||
|
<h3 id="org67607c3"><span class="section-number-3">3.1</span> Initialization</h3>
|
||
|
<div class="outline-text-3" id="text-3-1">
|
||
|
<p>
|
||
|
We initialize all the stages with the default parameters.
|
||
|
We don’t include disturbances in this model as it adds complexity to the simulations and does not alter the obtained dynamics. :exports none
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeDisturbances(<span class="org-string">'enable'</span>, <span class="org-constant">false</span>);
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
We set the controller type to Open-Loop, and we do not need to log any signal.
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">initializeSimscapeConfiguration(<span class="org-string">'gravity'</span>, <span class="org-constant">true</span>);
|
||
|
initializeController();
|
||
|
initializeLoggingConfiguration(<span class="org-string">'log'</span>, <span class="org-string">'none'</span>);
|
||
|
initializeReferences();
|
||
|
</pre>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org73f1c6e" class="outline-3">
|
||
|
<h3 id="org73f1c6e"><span class="section-number-3">3.2</span> Identification of the dynamics while change the payload dynamics</h3>
|
||
|
<div class="outline-text-3" id="text-3-2">
|
||
|
<p>
|
||
|
We make the following change of payload dynamics:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>Change of mass: from 1kg to 50kg</li>
|
||
|
<li>Change of resonance frequency: from 50Hz to 500Hz</li>
|
||
|
<li>The damping ratio of the payload is fixed to \(\xi = 0.2\)</li>
|
||
|
</ul>
|
||
|
|
||
|
<p>
|
||
|
We identify the dynamics for the following payload masses <code>Ms</code> and nano-hexapod leg’s stiffnesses <code>Ks</code>:
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">Ms = [1, 20, 50]; <span class="org-comment">% [Kg]</span>
|
||
|
Ks = logspace(3,9,7); <span class="org-comment">% [N/m]</span>
|
||
|
</pre>
|
||
|
</div>
|
||
|
|
||
|
<p>
|
||
|
We then identify the dynamics for the following payload resonance frequencies <code>Fs</code>:
|
||
|
</p>
|
||
|
<div class="org-src-container">
|
||
|
<pre class="src src-matlab">Fs = [50, 200, 500]; <span class="org-comment">% [Hz]</span>
|
||
|
</pre>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-orgd7a519b" class="outline-3">
|
||
|
<h3 id="orgd7a519b"><span class="section-number-3">3.3</span> Change of dynamics for the primary controller</h3>
|
||
|
<div class="outline-text-3" id="text-3-3">
|
||
|
</div>
|
||
|
<div id="outline-container-orgb44d421" class="outline-4">
|
||
|
<h4 id="orgb44d421"><span class="section-number-4">3.3.1</span> Frequency variation</h4>
|
||
|
<div class="outline-text-4" id="text-3-3-1">
|
||
|
<p>
|
||
|
We here compare the dynamics for the same payload mass, but different stiffness resulting in different resonance frequency of the payload:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>Figure <a href="#org00db693">11</a>: dynamics from a force \(\mathcal{F}_z\) applied in the task space in the vertical direction to the vertical displacement of the sample \(\mathcal{X}_z\) for both a very soft and a very stiff nano-hexapod.</li>
|
||
|
<li>Figure <a href="#org76716ad">12</a>: same, but for all tested nano-hexapod stiffnesses</li>
|
||
|
</ul>
|
||
|
|
||
|
<p>
|
||
|
We can see two mass lines for the soft nano-hexapod (Figure <a href="#org00db693">11</a>):
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>The first mass line corresponds to \(\frac{1}{(m_n + m_p)s^2}\) where \(m_p = 10\ [kg]\) is the mass of the payload and \(m_n = 15\ [Kg]\) is the mass of the nano-hexapod top platform and attached mirror</li>
|
||
|
<li>The second mass line corresponds to \(\frac{1}{m_n s^2}\)</li>
|
||
|
<li>The zero corresponds to the resonance of the payload alone (fixed nano-hexapod’s top platform)</li>
|
||
|
</ul>
|
||
|
|
||
|
|
||
|
<div id="org00db693" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_payload_freq_fz_dz.png" alt="opt_stiffness_payload_freq_fz_dz.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 11: </span>Dynamics from \(\mathcal{F}_z\) to \(\mathcal{X}_z\) for varying payload resonance frequency, both for a soft nano-hexapod and a stiff nano-hexapod (<a href="./figs/opt_stiffness_payload_freq_fz_dz.png">png</a>, <a href="./figs/opt_stiffness_payload_freq_fz_dz.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org76716ad" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_payload_freq_all.png" alt="opt_stiffness_payload_freq_all.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 12: </span>Dynamics from \(\mathcal{F}_z\) to \(\mathcal{X}_z\) for varying payload resonance frequency (<a href="./figs/opt_stiffness_payload_freq_all.png">png</a>, <a href="./figs/opt_stiffness_payload_freq_all.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-orgfc270b0" class="outline-4">
|
||
|
<h4 id="orgfc270b0"><span class="section-number-4">3.3.2</span> Mass variation</h4>
|
||
|
<div class="outline-text-4" id="text-3-3-2">
|
||
|
<p>
|
||
|
We here compare the dynamics for different payload mass with the same resonance frequency (100Hz):
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>Figure <a href="#orga1343a7">13</a>: dynamics from a force \(\mathcal{F}_z\) applied in the task space in the vertical direction to the vertical displacement of the sample \(\mathcal{X}_z\) for both a very soft and a very stiff nano-hexapod.</li>
|
||
|
<li>Figure <a href="#org35aebae">14</a>: same, but for all tested nano-hexapod stiffnesses</li>
|
||
|
</ul>
|
||
|
|
||
|
<p>
|
||
|
We can see here that for the soft nano-hexapod:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>the first resonance \(\omega_n\) is changing with the mass of the payload as \(\omega_n = \sqrt{\frac{k_n}{m_p + m_n}}\) with \(k_p\) the stiffness of the nano-hexapod, \(m_p\) the payload’s mass and \(m_n\) the mass of the nano-hexapod top platform</li>
|
||
|
<li>the first mass line corresponding to \(\frac{1}{(m_p + m_n)s^2}\) is changing with the payload mass</li>
|
||
|
<li>the zero at 100Hz is not changing as it corresponds to the resonance of the payload itself</li>
|
||
|
<li>the second mass line does not change</li>
|
||
|
</ul>
|
||
|
|
||
|
|
||
|
<div id="orga1343a7" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_payload_mass_fz_dz.png" alt="opt_stiffness_payload_mass_fz_dz.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 13: </span>Dynamics from \(\mathcal{F}_z\) to \(\mathcal{X}_z\) for varying payload mass, both for a soft nano-hexapod and a stiff nano-hexapod (<a href="./figs/opt_stiffness_payload_mass_fz_dz.png">png</a>, <a href="./figs/opt_stiffness_payload_mass_fz_dz.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org35aebae" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_payload_mass_all.png" alt="opt_stiffness_payload_mass_all.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 14: </span>Dynamics from \(\mathcal{F}_z\) to \(\mathcal{X}_z\) for varying payload mass (<a href="./figs/opt_stiffness_payload_mass_all.png">png</a>, <a href="./figs/opt_stiffness_payload_mass_all.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org118f0c2" class="outline-4">
|
||
|
<h4 id="org118f0c2"><span class="section-number-4">3.3.3</span> Total variation</h4>
|
||
|
<div class="outline-text-4" id="text-3-3-3">
|
||
|
<p>
|
||
|
We now plot the total change of dynamics due to change of the payload (Figures <a href="#orgf16d005">15</a> and <a href="#org73b8b8a">16</a>):
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>mass from 1kg to 50kg</li>
|
||
|
<li>main resonance from 50Hz to 500Hz</li>
|
||
|
</ul>
|
||
|
|
||
|
|
||
|
<div id="orgf16d005" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_payload_impedance_all_fz_dz.png" alt="opt_stiffness_payload_impedance_all_fz_dz.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 15: </span>Dynamics from \(\mathcal{F}_z\) to \(\mathcal{X}_z\) for varying payload dynamics, both for a soft nano-hexapod and a stiff nano-hexapod (<a href="./figs/opt_stiffness_payload_impedance_all_fz_dz.png">png</a>, <a href="./figs/opt_stiffness_payload_impedance_all_fz_dz.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org73b8b8a" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_payload_impedance_fz_dz.png" alt="opt_stiffness_payload_impedance_fz_dz.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 16: </span>Dynamics from \(\mathcal{F}_z\) to \(\mathcal{X}_z\) for varying payload dynamics, both for a soft nano-hexapod and a stiff nano-hexapod (<a href="./figs/opt_stiffness_payload_impedance_fz_dz.png">png</a>, <a href="./figs/opt_stiffness_payload_impedance_fz_dz.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div class="outline-text-2" id="text-3">
|
||
|
<div class="important">
|
||
|
<p>
|
||
|
|
||
|
</p>
|
||
|
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
|
||
|
<div id="outline-container-org973d2e3" class="outline-2">
|
||
|
<h2 id="org973d2e3"><span class="section-number-2">4</span> Total Change of dynamics</h2>
|
||
|
<div class="outline-text-2" id="text-4">
|
||
|
<p>
|
||
|
We now consider the total change of nano-hexapod dynamics due to:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li><code>Gk_wz_err</code> - Change of spindle rotation speed</li>
|
||
|
<li><code>Gf_err</code> and <code>Gm_err</code> - Change of payload resonance</li>
|
||
|
<li><code>Gmf_err</code> and <code>Gmr_err</code> - Micro-Station compliance</li>
|
||
|
</ul>
|
||
|
|
||
|
<p>
|
||
|
The obtained dynamics are shown:
|
||
|
</p>
|
||
|
<ul class="org-ul">
|
||
|
<li>Figure <a href="#orgcf64eb6">17</a> for a stiffness \(k = 10^3\ [N/m]\)</li>
|
||
|
<li>Figure <a href="#org175cc57">18</a> for a stiffness \(k = 10^5\ [N/m]\)</li>
|
||
|
<li>Figure <a href="#org998cf87">19</a> for a stiffness \(k = 10^7\ [N/m]\)</li>
|
||
|
<li>Figure <a href="#orgd3db91c">20</a> for a stiffness \(k = 10^9\ [N/m]\)</li>
|
||
|
</ul>
|
||
|
|
||
|
<p>
|
||
|
And finally, in Figures <a href="#orge05feb5">21</a> and <a href="#org17c5c95">22</a> are shown an animation of the change of dynamics with the nano-hexapod’s stiffness.
|
||
|
</p>
|
||
|
|
||
|
|
||
|
<div id="orgcf64eb6" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_plant_dynamics_fx_dx_k_1e3.png" alt="opt_stiffness_plant_dynamics_fx_dx_k_1e3.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 17: </span>Total variation of the dynamics from \(\mathcal{F}_x\) to \(\mathcal{X}_x\). Nano-hexapod leg’s stiffness is equal to \(k = 10^3\ [N/m]\) (<a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e3.png">png</a>, <a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e3.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org175cc57" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_plant_dynamics_fx_dx_k_1e5.png" alt="opt_stiffness_plant_dynamics_fx_dx_k_1e5.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 18: </span>Total variation of the dynamics from \(\mathcal{F}_x\) to \(\mathcal{X}_x\). Nano-hexapod leg’s stiffness is equal to \(k = 10^5\ [N/m]\) (<a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e5.png">png</a>, <a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e5.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org998cf87" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_plant_dynamics_fx_dx_k_1e7.png" alt="opt_stiffness_plant_dynamics_fx_dx_k_1e7.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 19: </span>Total variation of the dynamics from \(\mathcal{F}_x\) to \(\mathcal{X}_x\). Nano-hexapod leg’s stiffness is equal to \(k = 10^7\ [N/m]\) (<a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e7.png">png</a>, <a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e7.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="orgd3db91c" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_plant_dynamics_fx_dx_k_1e9.png" alt="opt_stiffness_plant_dynamics_fx_dx_k_1e9.png" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 20: </span>Total variation of the dynamics from \(\mathcal{F}_x\) to \(\mathcal{X}_x\). Nano-hexapod leg’s stiffness is equal to \(k = 10^9\ [N/m]\) (<a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e9.png">png</a>, <a href="./figs/opt_stiffness_plant_dynamics_fx_dx_k_1e9.pdf">pdf</a>)</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="orge05feb5" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_plant_dynamics_task_space.gif" alt="opt_stiffness_plant_dynamics_task_space.gif" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 21: </span>Variability of the dynamics from \(\mathcal{F}_x\) to \(\mathcal{X}_x\) with varying nano-hexapod stiffness</p>
|
||
|
</div>
|
||
|
|
||
|
|
||
|
<div id="org17c5c95" class="figure">
|
||
|
<p><img src="figs/opt_stiffness_plant_dynamics_task_space_colors.gif" alt="opt_stiffness_plant_dynamics_task_space_colors.gif" />
|
||
|
</p>
|
||
|
<p><span class="figure-number">Figure 22: </span>Variability of the dynamics from \(\mathcal{F}_x\) to \(\mathcal{X}_x\) with varying nano-hexapod stiffness</p>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
</div>
|
||
|
<div id="postamble" class="status">
|
||
|
<p class="author">Author: Dehaeze Thomas</p>
|
||
|
<p class="date">Created: 2020-04-07 mar. 14:55</p>
|
||
|
</div>
|
||
|
</body>
|
||
|
</html>
|