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	<title>SENB-Specimen - Revision history</title>
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		<id>https://en.wiki.polymerservice-merseburg.de/index.php?title=SENB-Specimen&amp;diff=578&amp;oldid=prev</id>
		<title>Oluschinski: Created page with &quot;{{Language_sel|LANG=ger|ARTIKEL=SENB-Prüfkörper}} {{PSM_Infobox}} &lt;span style=&quot;font-size:1.2em;font-weight:bold;&quot;&gt;SENB-specimen&lt;/span&gt; __FORCETOC__  The English abbreviation SENB stands for &quot;single-edge notched bend&quot; and the SENB test specimen is referred to in German as a three-point bending test specimen.  ==Requirements for the test specimen geometry==  In the experimental determination of fracture mechanical values, the following basic conditions must be observed:...&quot;</title>
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		<updated>2025-12-05T13:16:58Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;{{Language_sel|LANG=ger|ARTIKEL=SENB-Prüfkörper}} {{PSM_Infobox}} &amp;lt;span style=&amp;quot;font-size:1.2em;font-weight:bold;&amp;quot;&amp;gt;SENB-specimen&amp;lt;/span&amp;gt; __FORCETOC__  The English abbreviation SENB stands for &amp;quot;single-edge notched bend&amp;quot; and the SENB test specimen is referred to in German as a three-point bending test specimen.  ==Requirements for the test specimen geometry==  In the experimental determination of fracture mechanical values, the following basic conditions must be observed:...&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=SENB-Prüfkörper}}&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;SENB-specimen&amp;lt;/span&amp;gt;&lt;br /&gt;
__FORCETOC__ &lt;br /&gt;
The English abbreviation SENB stands for &amp;quot;single-edge notched bend&amp;quot; and the SENB test specimen is referred to in German as a three-point bending test specimen.&lt;br /&gt;
&lt;br /&gt;
==Requirements for the test specimen geometry==&lt;br /&gt;
&lt;br /&gt;
In the experimental determination of fracture mechanical values, the following basic conditions must be observed:&lt;br /&gt;
&lt;br /&gt;
# The test specimen dimensions must be substantially greater than the extent of the plastic zone at the crack tip under the respective test conditions.&lt;br /&gt;
# The load, the crack-tip-opening displacement, and the load-load line displacement must be continuously detectable.&lt;br /&gt;
# For the calculation of the [[Fracture Mechanics|stress intensity factor &amp;#039;&amp;#039;K&amp;#039;&amp;#039;]] at the moment of the unstable crack propagation, the load on the test [[specimen]] and the critical crack length must be exactly determinable.&lt;br /&gt;
# For the corresponding test body geometry, the determination equation, e.g. the relationship between loading and crack length should be known.&lt;br /&gt;
&lt;br /&gt;
In order to meet these requirements, a number of specifications have been adopted that have been adopted from the ASTM standard E 399 [1] into the existing standards.&lt;br /&gt;
&lt;br /&gt;
==Test specimen==&lt;br /&gt;
&lt;br /&gt;
{| border=&amp;quot;0&amp;quot;&lt;br /&gt;
|[[file:senb_1a.jpg|400px]]&lt;br /&gt;
|&lt;br /&gt;
{| border=0&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|W&lt;br /&gt;
|–&lt;br /&gt;
|specimen width&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|B&lt;br /&gt;
|–&lt;br /&gt;
|specimen thickness&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|L &lt;br /&gt;
|–&lt;br /&gt;
|specimen length&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|s &lt;br /&gt;
|–&lt;br /&gt;
|support span&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|N &lt;br /&gt;
|–&lt;br /&gt;
|notch width&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|a &lt;br /&gt;
|–&lt;br /&gt;
|notch depth&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|F &lt;br /&gt;
|–&lt;br /&gt;
|load&lt;br /&gt;
|}&lt;br /&gt;
|}&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; |Schematic representation of the SENB specimen&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Dimensions (according to [1, 2]):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
W = 2 B, special case: W = B up to 4 B&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
s = 4 W  &amp;lt;math&amp;gt;\rightarrow&amp;lt;/math&amp;gt;  s/W = 4, s = 40 mm&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
L = 4,5 W&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
a = (0,45–0,55) W&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
N &amp;lt;math&amp;gt;\ge&amp;lt;/math&amp;gt; 1,5 mm for U- und V-notch for metals&lt;br /&gt;
&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Typical dimensions for plastics (according to [3, 4]):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
W = 10 mm&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
B = 4 mm (variation B = 2...10 mm)&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
L = 80 mm&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
s = 40 mm (variation s = 40...70 mm)&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
a = 2 mm (variation a = 0,5...7,5 mm)&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
N &amp;lt;math&amp;gt;\ge&amp;lt;/math&amp;gt; 1,5 mm&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
l &amp;lt;math&amp;gt;\ge&amp;lt;/math&amp;gt; 1,3 mm (razor blade, notch length)&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
r &amp;lt;math&amp;gt;&amp;lt; \!\ &amp;lt;/math&amp;gt; 0,25 mm (notch radius)&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
r &amp;lt;math&amp;gt;\approx&amp;lt;/math&amp;gt; 0,125 µm (razor blade, notch radius)&lt;br /&gt;
&lt;br /&gt;
==Conditional equation==&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;K_I = \frac{F \cdot s}{B \cdot W^{3/2}} f(a/W)&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; | &amp;lt;math&amp;gt;f(a/W) \!\ &amp;lt;/math&amp;gt; für &amp;lt;math&amp;gt;s/W = 4 \!\ &amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Tada [5]:&amp;#039;&amp;#039;&amp;#039;&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_1(a/W) = 2,9(a/W)^{1/2}-4,6(a/W)^{3/2}+21,8(a/W)^{5/2}-37,6(a/W)^{7/2}+38,7(a/W)^{9/2} \!\ &amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Srawley und Gross [6]:&amp;#039;&amp;#039;&amp;#039;&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_2(a/W) = \frac32(a/W)^{1/2} \cdot \frac{[1,99-a/W \cdot(1-a/W) \cdot (2,15-3,93a/W+2,7(a/W)^2)]}{(1+2a/W) \cdot (1-a/W)^{3/2}} \!\ &amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
for s/W = 4&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
f&amp;lt;sub&amp;gt;2&amp;lt;/sub&amp;gt;(a/W) shows correspondence with f&amp;lt;sub&amp;gt;1&amp;lt;/sub&amp;gt; in the range 0 &amp;lt; a/W &amp;lt; 0,6, then lower values&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Geometry criterion for metals:&amp;#039;&amp;#039;&amp;#039;&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;B, a, (W-a) \geq 2,5 \bigg(\frac {K_I}{R_e}\bigg)^2&amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Geometry criterion for plastics:&amp;#039;&amp;#039;&amp;#039;&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;B, a, (W-a) \geq \beta \bigg(\frac {K}{\sigma_y}\bigg)^2&amp;lt;/math&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
where: R&amp;lt;sub&amp;gt;e&amp;lt;/sub&amp;gt; = &amp;lt;math&amp;gt;\sigma&amp;lt;/math&amp;gt;&amp;lt;sub&amp;gt;y&amp;lt;/sub&amp;gt; = tensile yield stress (yield strength)&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
The geometry constant &amp;lt;math&amp;gt;\beta&amp;lt;/math&amp;gt; is material-dependent. (see [[Geometry Criterion | geometry criterion]], [[Fracture Mechanics | fracture toughness]]) &amp;lt;br&amp;gt;&lt;br /&gt;
A comprehensive assortment of suitable test specimens for fracture mechanics investigations in plastics and composites is contained in fracture mechanics test specimens.&lt;br /&gt;
&lt;br /&gt;
==See also==&lt;br /&gt;
&lt;br /&gt;
*[[Notch | notch]]&lt;br /&gt;
*[[Notch Sensitivity | notch sensitivity]]&lt;br /&gt;
*[[Notch Geometry | notch geometry]]&lt;br /&gt;
*[[Specimen | specimen]]&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;
|ASTM E 399 (2024): Standard Test Method for Linear-Elastic Plane-Strain Fracture Toughness of Metallic Materials&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[2] &lt;br /&gt;
|Blumenauer, H., Pusch, G.: Technische Bruchmechanik. Deutscher Verlag für Grundstoffindustrie, Leipzig Stuttgart (1993) 3. Auflage, (ISBN 3-342-00659-5; see under [[AMK-Büchersammlung|AMK-Library]] E 29-3)&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[3] &lt;br /&gt;
|[[Grellmann,_Wolfgang|Grellmann, W.]], [[Seidler,_Sabine|Seidler, S.]] (Eds.): Polymer Testing. Carl Hanser Munich (2022) 3. Edition, (ISBN 978-1-56990-806-8; see under [[AMK-Büchersammlung|AMK-Library]] A 22)&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[4] &lt;br /&gt;
|MPK-Procedure MPK-ICIT (2016): Testing of Plastics – Instrumented Charpy Impact Test: Procedure for Determining the Crack Resistance Behaviour Using the Instrumented Impact Test&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[5] &lt;br /&gt;
|Tada, H., Paris, P. C., Irwin, G. R.: The Stress Analysis of Cracks Handbook, 3rd Ed., ASME Press, New York (2000) DOI: https://doi.org/10.1115/1.801535&lt;br /&gt;
|-valign=&amp;quot;top&amp;quot;&lt;br /&gt;
|[6] &lt;br /&gt;
|Srawley, J. E., Gross, B.: Stress Intensity Factors for Bend and Compact Specimens. Engineering Fracture Mechanics (1972) 587–589. DOI: https://doi.org/10.1016/0013-7944(72)90069-0&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
[[Category:Bend Test]]&lt;br /&gt;
[[Category:Fracture Mechanics]]&lt;br /&gt;
[[Category:Instrumented Impact Test]]&lt;br /&gt;
[[Category:Specimen]]&lt;/div&gt;</summary>
		<author><name>Oluschinski</name></author>
	</entry>
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