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	<title>BEGLEY and LANDES – J-Integral Estimation Method - Revision history</title>
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		<id>https://en.wiki.polymerservice-merseburg.de/index.php?title=BEGLEY_and_LANDES_%E2%80%93_J-Integral_Estimation_Method&amp;diff=72&amp;oldid=prev</id>
		<title>Oluschinski: Created page with &quot;{{Language_sel|LANG=ger|ARTIKEL=Auswertemethode nach Begley und Landes}} {{PSM_Infobox}} &lt;span style=&quot;font-size:1.2em;font-weight:bold;&quot;&gt; &#039;&#039;J&#039;&#039;-Integral estimation method according to BEGLEY and LANDES (BL)&lt;/span&gt; __FORCETOC__  &#039;&#039;&#039;Evaluation method according to Begley and Landes&#039;&#039;&#039;  ==Basic assumption of the estimation method==  &#039;&#039;J&#039;&#039;-integral estimation methods are used for the determination of fracture mechanical Material...&quot;</title>
		<link rel="alternate" type="text/html" href="https://en.wiki.polymerservice-merseburg.de/index.php?title=BEGLEY_and_LANDES_%E2%80%93_J-Integral_Estimation_Method&amp;diff=72&amp;oldid=prev"/>
		<updated>2025-11-28T13:02:13Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;{{Language_sel|LANG=ger|ARTIKEL=Auswertemethode nach Begley und Landes}} {{PSM_Infobox}} &amp;lt;span style=&amp;quot;font-size:1.2em;font-weight:bold;&amp;quot;&amp;gt; &amp;#039;&amp;#039;J&amp;#039;&amp;#039;-Integral estimation method according to BEGLEY and LANDES (BL)&amp;lt;/span&amp;gt; __FORCETOC__  &amp;#039;&amp;#039;&amp;#039;Evaluation method according to Begley and Landes&amp;#039;&amp;#039;&amp;#039;  ==Basic assumption of the estimation method==  &lt;a href=&quot;/index.php?title=J-Integral_Evaluation_Method_(Overview)&amp;amp;action=edit&amp;amp;redlink=1&quot; class=&quot;new&quot; title=&quot;J-Integral Evaluation Method (Overview) (page does not exist)&quot;&gt;&amp;#039;&amp;#039;J&amp;#039;&amp;#039;-integral estimation methods&lt;/a&gt; are used for the determination of fracture mechanical Material...&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=Auswertemethode nach Begley und Landes}}&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; &amp;#039;&amp;#039;J&amp;#039;&amp;#039;-Integral estimation method according to BEGLEY and LANDES (BL)&amp;lt;/span&amp;gt;&lt;br /&gt;
__FORCETOC__&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Evaluation method according to Begley and Landes&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
==Basic assumption of the estimation method==&lt;br /&gt;
&lt;br /&gt;
[[J-Integral Evaluation Method (Overview) |&amp;#039;&amp;#039;J&amp;#039;&amp;#039;-integral estimation methods]] are used for the determination of fracture mechanical [[Material Value | values]] according to the [[J-Integral Concept | &amp;#039;&amp;#039;J&amp;#039;&amp;#039;-integral concept]].&lt;br /&gt;
&lt;br /&gt;
The proposal for the determination of &amp;#039;&amp;#039;J&amp;lt;sub&amp;gt;I&amp;lt;/sub&amp;gt;&amp;lt;sup&amp;gt;BL&amp;lt;/sup&amp;gt;&amp;#039;&amp;#039; was made by BEGLEY and LANDES [1] and is based on the neglect of the deformation of the unnotched [[Specimen | specimen]]:&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; J_{I}^{BL}=\frac{f(\frac{a}{W})A_{G}}{B(W-a)}&amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
[[file:J int BL-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; |Determination of &amp;#039;&amp;#039;J&amp;#039;&amp;#039; integral according to BEGLEY and LANDES [1, 2]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Geometry function and determination equations for SENB and CT specimens==&lt;br /&gt;
&lt;br /&gt;
The following geometry function &amp;#039;&amp;#039;f&amp;#039;&amp;#039; (&amp;#039;&amp;#039;a&amp;#039;&amp;#039;/&amp;#039;&amp;#039;W&amp;#039;&amp;#039;) applies to the [[SENB-Specimen | three-point bending test specimen (SENB)]]:&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;f&amp;#039;&amp;#039; (&amp;#039;&amp;#039;a&amp;#039;&amp;#039;/&amp;#039;&amp;#039;W&amp;#039;&amp;#039;) = 2 for &amp;#039;&amp;#039;a&amp;#039;&amp;#039;/&amp;#039;&amp;#039;W&amp;#039;&amp;#039; &amp;gt; 0.45&lt;br /&gt;
&lt;br /&gt;
This results in the following determination equation for the SENB specimen:&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; J_{I}^{BL}=\frac{2\ A_{G}}{B(W-a)}&amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
In the case of the [[Compact Tension (CT) specimen | Compact tension (CT) specimen]], the following geometry function is used:&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; f(\frac{a}{W})=2\frac{1+\alpha}{1+\alpha^2}&amp;lt;/math&amp;gt;&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; | with &amp;lt;math&amp;gt; \alpha=\sqrt{(\frac{2a}{W-a})^2+2(\frac{2a}{W-a})+2-(\frac{2a}{W-a}+1)}&amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
for &amp;#039;&amp;#039;a&amp;#039;&amp;#039;/&amp;#039;&amp;#039;W&amp;#039;&amp;#039; = 0.5 and &amp;#039;&amp;#039;f&amp;#039;&amp;#039;(&amp;#039;&amp;#039;a&amp;#039;&amp;#039;/&amp;#039;&amp;#039;W&amp;#039;&amp;#039;) = 2.26.&lt;br /&gt;
&lt;br /&gt;
This results in the following determination equation for the CT specimen:&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; J_{I}^{BL}=\frac{2.26\ A_{G}}{B(W-a)}&amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Evaluation procedure==&lt;br /&gt;
&lt;br /&gt;
The experimental procedure for determining geometry-independent fracture-mechanical characteristic values with the aid of the [[Instrumented Charpy Impact Test | instrumented Charpy impact test]] (ICIT) under dynamic loading is explained in detail in the validated procedure of the testing laboratory &amp;quot;Mechanical Testing of Plastics&amp;quot;: [http://wiki.polymerservice-merseburg.de/index.php/MPK-Prozedur_MPK-IKBV_englisch  MPK procedure &amp;quot;MPK-ICIT&amp;quot;] [3].&lt;br /&gt;
&lt;br /&gt;
==See also==&lt;br /&gt;
&lt;br /&gt;
*[[J-Integral Concept|J-integral concept]]&lt;br /&gt;
*[[J-Integral Evaluation Methods (Overview)|J-integral evaluation methods (overview)]]&lt;br /&gt;
*J-integral estimation methods of&lt;br /&gt;
**[[RICE, PARIS and MERKLE – J-Integral Estimation Method | RICE, PARIS and MERKLE]]&lt;br /&gt;
**[[SUMPTER and TURNER – J-Integral Estimation Method | SUMPTER and TURNER]]&lt;br /&gt;
**[[MERKLE and CORTEN – J-Integral Estimation Method | MERKLE and CORTEN (MC)]]&lt;br /&gt;
**[[KANAZAWA – J-Integral Estimation Method | KANAZAWA ]]&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;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[1]&lt;br /&gt;
|Landes, J. D., Begley, J. A.: Test Results from J-Integral-Studies: An Attempt to Established a J&amp;lt;sub&amp;gt;IC&amp;lt;/sub&amp;gt; Testing Procedure. ASTM STP 560 (1974) p. 170–186&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[2]&lt;br /&gt;
|[[Grellmann, Wolfgang|Grellmann, W.]], [[Seidler, Sabine|Seidler, S.]]  (Eds.): Polymer Testing. Carl Hanser, Munich (2022) 3. Edition, p. 258–59 and 267–270, (ISBN 978-1-56990-806-8; e-book 978-1-56990-807-5; see [[AMK-Büchersammlung | AMK-Library]] under A 22)&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[3]&lt;br /&gt;
|[http://wiki.polymerservice-merseburg.de/index.php/MPK-Prozedur_MPK-IKBV_englisch MPK procedure &amp;quot;MPK-ICIT&amp;quot;] (2016-03): Testing of Plastics – Instrumented Charpy Impact Test (ICIT): Procedure for Determining the Crack Resistance Behaviour Using the Instrumented Impact Test; &lt;br /&gt;
&lt;br /&gt;
*Part I: Determination of Characteristic Fracture Mechanics Parameters for Resistance Against Unstable Crack Propagation;&lt;br /&gt;
*Part II: Determination of Characteristic Fracture Mechanics Parameters for Resistance Against Stable Crack Propagation&lt;br /&gt;
&lt;br /&gt;
[[Category:Fracture Mechanics]]&lt;br /&gt;
[[Category:Instrumented Impact Test]]&lt;/div&gt;</summary>
		<author><name>Oluschinski</name></author>
	</entry>
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