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	<id>https://en.wiki.polymerservice-merseburg.de/index.php?action=history&amp;feed=atom&amp;title=Rebound_Resilience_Elastomers</id>
	<title>Rebound Resilience Elastomers - Revision history</title>
	<link rel="self" type="application/atom+xml" href="https://en.wiki.polymerservice-merseburg.de/index.php?action=history&amp;feed=atom&amp;title=Rebound_Resilience_Elastomers"/>
	<link rel="alternate" type="text/html" href="https://en.wiki.polymerservice-merseburg.de/index.php?title=Rebound_Resilience_Elastomers&amp;action=history"/>
	<updated>2026-04-22T20:12:24Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
	<generator>MediaWiki 1.43.1</generator>
	<entry>
		<id>https://en.wiki.polymerservice-merseburg.de/index.php?title=Rebound_Resilience_Elastomers&amp;diff=914&amp;oldid=prev</id>
		<title>Oluschinski at 07:13, 15 December 2025</title>
		<link rel="alternate" type="text/html" href="https://en.wiki.polymerservice-merseburg.de/index.php?title=Rebound_Resilience_Elastomers&amp;diff=914&amp;oldid=prev"/>
		<updated>2025-12-15T07:13:42Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 09:13, 15 December 2025&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l15&quot;&gt;Line 15:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 15:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|-&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|-&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&amp;quot;20px&amp;quot;|&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&amp;quot;20px&amp;quot;|&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&quot;500px&quot; | &amp;lt;math&amp;gt; R = \frac{h_R}{h_0} \cdot 100 \ %&amp;lt;/math&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&quot;500px&quot; | &amp;lt;math&amp;gt; R = \frac{h_R}{h_0} \cdot 100 &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;\ &lt;/ins&gt;\%&amp;lt;/math&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|(1)&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|(1)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|}&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|}&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l22&quot;&gt;Line 22:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 22:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|-&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|-&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&amp;quot;20px&amp;quot;|&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&amp;quot;20px&amp;quot;|&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&quot;500px&quot; | &amp;lt;math&amp;gt; R = \frac{E_R}{E_A} \ \left ( % \right )&amp;lt;/math&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&quot;500px&quot; | &amp;lt;math&amp;gt; R = \frac{E_R}{E_A} \ \left ( &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;\&lt;/ins&gt;% \right )&amp;lt;/math&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|(2)&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|(2)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|}&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|}&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Oluschinski</name></author>
	</entry>
	<entry>
		<id>https://en.wiki.polymerservice-merseburg.de/index.php?title=Rebound_Resilience_Elastomers&amp;diff=913&amp;oldid=prev</id>
		<title>Oluschinski: /* Definition of rebound resilience */</title>
		<link rel="alternate" type="text/html" href="https://en.wiki.polymerservice-merseburg.de/index.php?title=Rebound_Resilience_Elastomers&amp;diff=913&amp;oldid=prev"/>
		<updated>2025-12-15T07:09:55Z</updated>

		<summary type="html">&lt;p&gt;&lt;span class=&quot;autocomment&quot;&gt;Definition of rebound resilience&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 09:09, 15 December 2025&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l22&quot;&gt;Line 22:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 22:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|-&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|-&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&amp;quot;20px&amp;quot;|&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&amp;quot;20px&amp;quot;|&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&quot;500px&quot; | &amp;lt;math&amp;gt; R = \frac{E_R}{E_A} \ (%)&amp;lt;/math&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|width=&quot;500px&quot; | &amp;lt;math&amp;gt; R = \frac{E_R}{E_A} \ &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;\left &lt;/ins&gt;( % &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;\right &lt;/ins&gt;)&amp;lt;/math&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|(2)&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|(2)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|}&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;|}&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Oluschinski</name></author>
	</entry>
	<entry>
		<id>https://en.wiki.polymerservice-merseburg.de/index.php?title=Rebound_Resilience_Elastomers&amp;diff=562&amp;oldid=prev</id>
		<title>Oluschinski: Created page with &quot;{{Language_sel|LANG=ger|ARTIKEL=Rückprallelastizität}} {{PSM_Infobox}} &lt;span style=&quot;font-size:1.2em;font-weight:bold;&quot;&gt;Rebound resilience elastomers&lt;/span&gt; __FORCETOC__  ==General==  Elastomeric materials are used as shock and vibration absorbers due to their damping properties. Elastomers in particular, such as natural rubber ( plastics – symbols and abbreviated terms: NR), isobutylene-isoprene rubber (Plastics – S...&quot;</title>
		<link rel="alternate" type="text/html" href="https://en.wiki.polymerservice-merseburg.de/index.php?title=Rebound_Resilience_Elastomers&amp;diff=562&amp;oldid=prev"/>
		<updated>2025-12-05T13:07:35Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;{{Language_sel|LANG=ger|ARTIKEL=Rückprallelastizität}} {{PSM_Infobox}} &amp;lt;span style=&amp;quot;font-size:1.2em;font-weight:bold;&amp;quot;&amp;gt;Rebound resilience elastomers&amp;lt;/span&amp;gt; __FORCETOC__  ==General==  Elastomeric materials are used as shock and vibration absorbers due to their damping properties. Elastomers in particular, such as natural rubber (&lt;a href=&quot;/index.php/Plastics_%E2%80%93_Symbols_and_Abbreviated_Terms&quot; title=&quot;Plastics – Symbols and Abbreviated Terms&quot;&gt; plastics – symbols and abbreviated terms&lt;/a&gt;: NR), isobutylene-isoprene rubber (Plastics – S...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;{{Language_sel|LANG=ger|ARTIKEL=Rückprallelastizität}}&lt;br /&gt;
{{PSM_Infobox}}&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:1.2em;font-weight:bold;&amp;quot;&amp;gt;Rebound resilience elastomers&amp;lt;/span&amp;gt;&lt;br /&gt;
__FORCETOC__&lt;br /&gt;
&lt;br /&gt;
==General==&lt;br /&gt;
&lt;br /&gt;
Elastomeric materials are used as shock and vibration absorbers due to their damping properties. Elastomers in particular, such as natural rubber ([[Plastics – Symbols and Abbreviated Terms | plastics – symbols and abbreviated terms]]: NR), isobutylene-isoprene rubber ([[Plastics – Symbols and Abbreviated Terms | plastics – symbols and abbreviated terms]]: IIR), acrylonitrile-butadiene rubber ([[Plastics – Symbols and Abbreviated Terms | plastics – symbols and abbreviated terms]]: NBR) and styrene-butadiene rubber ([[Plastics – Symbols and Abbreviated Terms | plastics – symbols and abbreviated terms]]: SBR) are suitable for these applications because they exhibit high damping over a wide temperature range [1].&lt;br /&gt;
&lt;br /&gt;
==Definition of rebound resilience==&lt;br /&gt;
&lt;br /&gt;
The determination of the rebound resilience (&amp;#039;&amp;#039;R&amp;#039;&amp;#039;) according to DIN 53512 [2] or ISO 4662 [3] allows an evaluation of the damping behaviour of elastomeric materials. Here, a pendulum (Schob pendulum) with a working capacity of 0.5 J strikes the surface of a test [[Specimen | specimen]] vertically at a defined [[Velocity | velocity]]. The rebound resilience is defined by the quotient of the rebound height &amp;#039;&amp;#039;h&amp;#039;&amp;#039;&amp;lt;sub&amp;gt;R&amp;lt;/sub&amp;gt; and the height of fall of the pendulum &amp;#039;&amp;#039;h&amp;#039;&amp;#039;&amp;lt;sub&amp;gt;0&amp;lt;/sub&amp;gt; or by the ratio of the energy gained &amp;#039;&amp;#039;E&amp;#039;&amp;#039;&amp;lt;sub&amp;gt;R&amp;lt;/sub&amp;gt; to the energy expended &amp;#039;&amp;#039;E&amp;#039;&amp;#039;&amp;lt;sub&amp;gt;A&amp;lt;/sub&amp;gt;:&lt;br /&gt;
&lt;br /&gt;
{|&lt;br /&gt;
|-&lt;br /&gt;
|width=&amp;quot;20px&amp;quot;|&lt;br /&gt;
|width=&amp;quot;500px&amp;quot; | &amp;lt;math&amp;gt; R = \frac{h_R}{h_0} \cdot 100 \ %&amp;lt;/math&amp;gt;&lt;br /&gt;
|(1)&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
{|&lt;br /&gt;
|-&lt;br /&gt;
|width=&amp;quot;20px&amp;quot;|&lt;br /&gt;
|width=&amp;quot;500px&amp;quot; | &amp;lt;math&amp;gt; R = \frac{E_R}{E_A} \ (%)&amp;lt;/math&amp;gt;&lt;br /&gt;
|(2)&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
The following relationship exists between rebound resilience and loss factor tan &amp;#039;&amp;#039;&amp;amp;delta;&amp;#039;&amp;#039; for small values of the loss factor [1]:&lt;br /&gt;
&lt;br /&gt;
{|&lt;br /&gt;
|-&lt;br /&gt;
|width=&amp;quot;20px&amp;quot;|&lt;br /&gt;
|width=&amp;quot;500px&amp;quot; | &amp;lt;math&amp;gt; R = \frac{E_R}{E_A} = 1 - \pi \cdot tan \ \delta&amp;lt;/math&amp;gt;&lt;br /&gt;
|(3)&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
The higher the [[Material Value | value]] determined for the [[Material Parameter | parameter]] &amp;#039;&amp;#039;R&amp;#039;&amp;#039;, the better the dynamic-mechanical behaviour (see also: [[Dynamic-Mechanical Analysis (DMA) – General Principles|Dynamic-mechanical analysis (DMA)]] – General principles) can be assessed under the test-methodical boundary conditions with regard to the type of [[Stress | stress]] and [[Test Speed | test speed]].&lt;br /&gt;
&lt;br /&gt;
==Application examples==&lt;br /&gt;
&lt;br /&gt;
The &amp;#039;&amp;#039;&amp;#039;Figure 1&amp;#039;&amp;#039;&amp;#039; shows the relationship between rebound resilience and material composition. The carbon black reinforced SBR vulcanisate shows a higher rebound resilience compared to the vulcanisate with an additional standard plasticiser. If, on the other hand, bio-based plasticisers were mixed in, higher values for rebound resilience were determined in some cases compared to the vulcanised material (see also: [[Vulcanization]]) without plasticisers. The higher the determined [[Material Value | material value]], the more elastic the material.&lt;br /&gt;
&lt;br /&gt;
[[file:Rebound resilience elastomers 1.jpg]]&lt;br /&gt;
{| &lt;br /&gt;
|- valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|width=&amp;quot;50px&amp;quot;|&amp;#039;&amp;#039;&amp;#039;Fig. 1&amp;#039;&amp;#039;&amp;#039;: &lt;br /&gt;
|width=&amp;quot;600px&amp;quot; |Rebound resilience for carbon black reinforced (50 phr) SBR vulcanisates with different plasticisers (15 phr) (own investigations [https://de.wikipedia.org/wiki/Polymer_Service_Merseburg Polymer Service GmbH Merseburg (PSM))])&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
A direct correlation between the rebound resilience and the [[SHORE Hardness | SHORE A hardness]] material values (see Table 1) cannot be established. The highest Shore A hardness value of A 72 was determined for the vulcanisate without plasticiser (SBR/carbon black). However, the highest values for rebound resilience were determined for the vulcanisates with bio-based plasticiser 1, with 54 SHORE A. &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Table 1:&amp;#039;&amp;#039;&amp;#039; SHORE A hardness values for carbon black reinforced (50 phr) SBR vulcanisates with different plasticisers (own studies [https://www.polymerservice-merseburg.de Polymer Service GmbH Merseburg (PSM))])&lt;br /&gt;
&lt;br /&gt;
{| border=&amp;quot;1px&amp;quot; style=&amp;quot;border-collapse:collapse&amp;quot;&lt;br /&gt;
!! style=&amp;quot;width:300px; background:#DCDCDC&amp;quot; | Vulcanisate&lt;br /&gt;
!! style=&amp;quot;width:200px; background:#DCDCDC&amp;quot; | SHORE A (-)&lt;br /&gt;
&lt;br /&gt;
|-&lt;br /&gt;
|SBR/carbon black&lt;br /&gt;
|style=&amp;quot;text-align:center&amp;quot; | 72 &amp;amp;plusmn; 0.55&lt;br /&gt;
|-&lt;br /&gt;
|SBR/carbon black with standard plasticiser&lt;br /&gt;
|style=&amp;quot;text-align:center&amp;quot; | 60 &amp;amp;plusmn; 0.21&lt;br /&gt;
|-&lt;br /&gt;
|SBR/carbon black with bio-based plasticiser 1&lt;br /&gt;
|style=&amp;quot;text-align:center&amp;quot; | 54 &amp;amp;plusmn; 0.86&lt;br /&gt;
|-&lt;br /&gt;
|SBR/carbon black with bio-based plasticiser 2&lt;br /&gt;
|style=&amp;quot;text-align:center&amp;quot; | 55 &amp;amp;plusmn; 0.61&lt;br /&gt;
|-&lt;br /&gt;
|SBR/carbon black with bio-based plasticiser 3&lt;br /&gt;
|style=&amp;quot;text-align:center&amp;quot; | 56 &amp;amp;plusmn; 0.53&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
The investigations show that elastomers with the same SHORE A hardness values can have very different rebound resilience. Finally, the rebound resilience enables a statement to be made about the hysteresis behaviour (see also: [[Compression Hardness | compression hardness]]) under impact stress, which describes the purely elastic behaviour of a material.&lt;br /&gt;
&lt;br /&gt;
==Correlation of rebound resilience with SHORE A hardness==&lt;br /&gt;
&lt;br /&gt;
From the application example, it becomes clear that it is difficult to conclude the rebound resilience from the SHORE A hardness, which is relatively easy to determine experimentally. Rebound resilience is a structure-sensitive material parameter that depends on the elastomer type, the material formulation (with plasticiser) and the test temperature.&lt;br /&gt;
&lt;br /&gt;
==See also==&lt;br /&gt;
&lt;br /&gt;
*[[Vulcanization]]&lt;br /&gt;
*[[Elasticity]]&lt;br /&gt;
*[[Ductility Plastics |Ductility plastics]]&lt;br /&gt;
*[[SHORE Hardness]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;References&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
{|&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[1]&lt;br /&gt;
|Röthemeyer, F., Sommer, F.: Kautschuk Technologie. Carl Hanser Munich, 2nd revised edition (2006), (ISBN 978-3-446-40480-9)&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[2]&lt;br /&gt;
|DIN 53512 (2000-04): Testing of Rubber – Determination of Rebound Resilience (Schob Pendulum)&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[3]&lt;br /&gt;
|ISO 4662 (2017-06): Rubber, Vulcanized or Thermoplastic Elastomers – Determination of Rebound Resilience &lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[4]&lt;br /&gt;
|Schnetger, J.: Lexikon Kautschuktechnik. Hüthig, 3rd completely revised and expanded edition (2004), (ISBN 978-3-7785-3022-1; see [[AMK-Büchersammlung | AMK-Library]] under K 7)&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
[[Category:Elastomers]]&lt;br /&gt;
[[Category:Deformation]]&lt;br /&gt;
[[Category:Impact Tests]]&lt;/div&gt;</summary>
		<author><name>Oluschinski</name></author>
	</entry>
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