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 <title>iMechanica - Fracture in Abaqus - Comments</title>
 <link>http://www.imechanica.org/node/1125</link>
 <description>Comments for &quot;Fracture in Abaqus&quot;</description>
 <language>en</language>
<item>
 <title>Properties of cohesive zone models and their parameters</title>
 <link>http://www.imechanica.org/node/1125#comment-18261</link>
 <description>&lt;p&gt;
&lt;font face=&quot;arial,helvetica,sans-serif&quot; size=&quot;3&quot;&gt;Dear All,&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&lt;font face=&quot;arial,helvetica,sans-serif&quot; size=&quot;3&quot;&gt;in this recent article you may find how to select the properties of the cohesive zone model (stiffness, and so on) according to physical arguments:&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
&lt;font size=&quot;3&quot;&gt;&lt;span&gt;&lt;font size=&quot;3&quot;&gt;M. Paggi, P. Wriggers: &amp;quot;Stiffness&lt;br /&gt;
and strength of&lt;/font&gt;&lt;/span&gt;&lt;span&gt;&lt;span&gt; &lt;/span&gt;&lt;/span&gt;&lt;/font&gt;&lt;span&gt;&lt;font size=&quot;3&quot;&gt;hierarchical polycrystalline&lt;br /&gt;
materials with imperfect interfaces&amp;quot;, &lt;strong&gt;&lt;em&gt;Journal of the Mechanics and&lt;br /&gt;
Physics of Solids&lt;/em&gt;&lt;/strong&gt;, in press, &lt;/font&gt;&lt;font size=&quot;3&quot;&gt;&lt;a href=&quot;http://dx.doi.org/10.1016/j.jmps.2012.01.009&quot;&gt;doi:10.1016/j.jmps.2012.01.009&lt;/a&gt;&lt;/font&gt;&lt;/span&gt;
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
&lt;font size=&quot;3&quot;&gt;This has been possible by proposing a new CZM for finite thickness interfaces:&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
&lt;font size=&quot;2&quot;&gt;&lt;span&gt;&lt;font size=&quot;3&quot;&gt;M. Paggi, P. Wriggers: &amp;quot;A nonlocal&lt;br /&gt;
cohesive zone model for finite thickness interfaces &amp;ndash; Part I:&lt;br /&gt;
mathematical formulation and validation with molecular dynamics&amp;quot;, &lt;strong&gt;&lt;em&gt;Computational Materials Science&lt;/em&gt;&lt;/strong&gt;, Vol. 50 (5), 1625-1633, 2011.&lt;a href=&quot;http://dx.doi.org/10.1016/j.commatsci.2010.12.024&quot;&gt;doi:10.1016/j.commatsci.2010.12.024&lt;/a&gt;&lt;/font&gt; &lt;/span&gt;&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&lt;font size=&quot;2&quot;&gt;&amp;nbsp;&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&lt;font size=&quot;3&quot;&gt;Here you may find its implementation in the finite element code FEAP:&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
&lt;font size=&quot;2&quot;&gt;&lt;font size=&quot;1&quot;&gt;&lt;span&gt;&lt;font size=&quot;3&quot;&gt;M. Paggi, P. Wriggers: &amp;quot;A nonlocal&lt;br /&gt;
cohesive zone model for finite thickness interfaces &amp;ndash; Part II: FE&lt;br /&gt;
implementation and application to polycrystalline materials&amp;quot;, &lt;/font&gt;&lt;strong&gt;&lt;em&gt;&lt;font size=&quot;3&quot;&gt;Computationa&lt;/font&gt;l&lt;br /&gt;
&lt;font size=&quot;3&quot;&gt;Materials Science&lt;/font&gt;&lt;/em&gt;&lt;/strong&gt;&lt;font size=&quot;3&quot;&gt;, Vol. 50 (5), 1634-1643, 2011. &lt;a href=&quot;http://dx.doi.org/10.1016/j.commatsci.2010.12.021&quot;&gt;doi:10.1016/j.commatsci.2010.12.021&lt;/a&gt;&lt;/font&gt;&lt;/span&gt;&lt;/font&gt;&lt;br /&gt;
&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&lt;font size=&quot;2&quot;&gt;&amp;nbsp;&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&lt;font face=&quot;arial,helvetica,sans-serif&quot; size=&quot;3&quot;&gt;Best regards,&lt;/font&gt;
&lt;/p&gt;
&lt;p&gt;
&lt;font face=&quot;arial,helvetica,sans-serif&quot; size=&quot;3&quot;&gt;Marco Paggi &lt;br /&gt;
&lt;/font&gt;
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Sat, 04 Feb 2012 15:24:16 -0500</pubDate>
 <dc:creator>marco.paggi</dc:creator>
 <guid isPermaLink="false">comment 18261 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Hi everybody
I have created</title>
 <link>http://www.imechanica.org/node/1125#comment-14164</link>
 <description>&lt;p&gt;&lt;font size=&quot;2&quot;&gt;&lt;strong&gt;Hi everybody&lt;/p&gt;
&lt;p&gt;I have created ABAQUS *inp file and I am going to open this file in ANSYS in order to use the model for crack initiation analyze.&lt;/p&gt;
&lt;p&gt;Is it possible or not. if no is any prepared code available to translate it for ANSYS?&lt;/strong&gt;&lt;/font&gt;&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Mon, 16 Jan 2012 11:21:00 -0500</pubDate>
 <dc:creator>Reza Hojjati</dc:creator>
 <guid isPermaLink="false">comment 14164 at http://www.imechanica.org</guid>
</item>
<item>
 <title>How to extract force on surface in Abaqus </title>
 <link>http://www.imechanica.org/node/1125#comment-17978</link>
 <description>&lt;p&gt;
Hello every one,&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
Please some one tell me how I can get the extract force on the weld joints in abaqus cae(static Analysis)!
&lt;/p&gt;
&lt;p&gt;
How to Extract force on surface ...What option in Abaqus cae
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
Thanks,
&lt;/p&gt;
&lt;p&gt;
Prasanna
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Fri, 06 Jan 2012 03:31:50 -0500</pubDate>
 <dc:creator>Sai_prasanna</dc:creator>
 <guid isPermaLink="false">comment 17978 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Please could you tell me</title>
 <link>http://www.imechanica.org/node/1125#comment-17966</link>
 <description>&lt;p&gt;
Please could you tell me how I can get the SIF at the crack tip in abaqus cae! I am modeling a static 2D case where the crack is horizontal, I want to see the accuracy of SIF  as the mesh becomes finer?
&lt;/p&gt;
&lt;p&gt;
Thanks!&lt;br /&gt;
Peter @&lt;a href=&quot;http://www.couponsmarter.com&quot;&gt;coupon codes&lt;/a&gt;
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Thu, 05 Jan 2012 02:47:42 -0500</pubDate>
 <dc:creator>PeterBrusss</dc:creator>
 <guid isPermaLink="false">comment 17966 at http://www.imechanica.org</guid>
</item>
<item>
 <title> request helping</title>
 <link>http://www.imechanica.org/node/1125#comment-17700</link>
 <description>&lt;p&gt;
Hi Zhenyu Xue
&lt;/p&gt;
&lt;p&gt;
I want to simulation of fatigue crack propagation in abaqus, But lost my abaqus&amp;nbsp;manual.if you can help me by explaining which steps&amp;nbsp;I have to do for simulate, I am really thankthful.
&lt;/p&gt;
&lt;p&gt;
I usually late check this web page.
&lt;/p&gt;
&lt;p&gt;
&lt;a href=&quot;mailto:mohamadreza86@gmail.com&quot;&gt;mohamadreza86@gmail.com&lt;/a&gt;&amp;nbsp;, Is my e-mail and I check it every day!
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Fri, 18 Nov 2011 02:18:42 -0500</pubDate>
 <dc:creator>mohamadreza</dc:creator>
 <guid isPermaLink="false">comment 17700 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Help for  Dugdale-Barenblatt cohesive zone model</title>
 <link>http://www.imechanica.org/node/1125#comment-17447</link>
 <description>&lt;p&gt;
Dear sir &lt;br /&gt;
&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; I am Ravi dalmeya doing Phd from Indian Institute of&lt;br /&gt;
Technology,Kanpur (India). I am doing work on adhesive elastic wavy&amp;nbsp;&lt;br /&gt;
thin film. I have completed 2-D Hertzian contact between cylinder and&lt;br /&gt;
elastic half space using Abaqus. Now i want to apply Dugdale-Barenblatt&lt;br /&gt;
cohesive zone model outside the contact zone and i do not know&amp;nbsp; how to&lt;br /&gt;
apply&amp;nbsp; Dugdale-Barenblatt cohesive zone model outside the contact&lt;br /&gt;
zone.Can you give me some suggestion?
&lt;/p&gt;
&lt;p&gt;
Thanking you
&lt;/p&gt;
&lt;p&gt;
Ravi dalmeya &lt;br /&gt;
Phd scholar &lt;br /&gt;
IIT Kanpur (India)&lt;br /&gt;
email&amp;nbsp; &lt;a href=&quot;mailto:rdalmeya@iitk.ac.in&quot;&gt;rdalmeya@iitk.ac.in&lt;/a&gt;
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Tue, 27 Sep 2011 06:18:30 -0400</pubDate>
 <dc:creator>rdalmeya</dc:creator>
 <guid isPermaLink="false">comment 17447 at http://www.imechanica.org</guid>
</item>
<item>
 <title>cohsive elements for facture siumlations initiated by indentor</title>
 <link>http://www.imechanica.org/node/1125#comment-16675</link>
 <description>&lt;p&gt;
Dear Prof. Gao,
&lt;/p&gt;
&lt;p&gt;
I deals with cck propagationsimulations initiated from indenter. Ialready created the model for indentation in ABAUS Explit, it worls well, bt i haveno idea how to plement the cohesive elements in it. The best way i think to introduce tese elements via ABAUS CAE. Could you please give me some hints whee can i find the tutoials fr cohesive elements.
&lt;/p&gt;
&lt;p&gt;
Best regards
&lt;/p&gt;
&lt;p&gt;
ABAgirl
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Sat, 30 Apr 2011 03:07:13 -0400</pubDate>
 <dc:creator>ABAqirl</dc:creator>
 <guid isPermaLink="false">comment 16675 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Multiple Cracks modeling in  Ansys</title>
 <link>http://www.imechanica.org/node/1125#comment-16246</link>
 <description>&lt;p&gt;
Hi...
&lt;/p&gt;
&lt;p&gt;
I am working on two cracks emanating from each circular hole.
&lt;/p&gt;
&lt;p&gt;
In ansys we can only model one crack at a time.
&lt;/p&gt;
&lt;p&gt;
So can anyone pls suggest how to model a plate containing multiple cracks.
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
Thanks,
&lt;/p&gt;
&lt;p&gt;
Laxmi&amp;nbsp;
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Sat, 12 Feb 2011 12:45:38 -0500</pubDate>
 <dc:creator>laxmi512</dc:creator>
 <guid isPermaLink="false">comment 16246 at http://www.imechanica.org</guid>
</item>
<item>
 <title>SIF in Abaqus 2D</title>
 <link>http://www.imechanica.org/node/1125#comment-16222</link>
 <description>&lt;p&gt;Hello every one,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Please some one tell me how I can get the SIF at the crack tip in abaqus cae! I am modeling a static 2D case where the crack is horizontal, I want to see the accuracy of SIF &amp;nbsp;as the mesh becomes finer.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks,&lt;/p&gt;
&lt;p&gt;Reza&amp;nbsp;&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Wed, 09 Feb 2011 01:51:44 -0500</pubDate>
 <dc:creator>reza0388</dc:creator>
 <guid isPermaLink="false">comment 16222 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Cohesive zone</title>
 <link>http://www.imechanica.org/node/1125#comment-15569</link>
 <description>&lt;p&gt;
Hi,
&lt;/p&gt;
&lt;p&gt;
I&amp;#39;m new in this forum. Iwould ask Mr Gao in order to explain some things. So, I&amp;#39;m working on cemented fixation of orthopaedic implant. My model was consists of three parts: implant, acrylic cement and bone. Thus i&amp;#39;m having two interfaces, the one between implant-cement and another betwenn cement-bone. I would to simulate the pull out test of the implant. What the nature of&amp;nbsp; int&amp;eacute;raction in the different two interfaces. How&amp;nbsp; simulate my problem without any subroutine. WHAT do I do if I WOULD predict the damage and the failure of the interphase.
&lt;/p&gt;
&lt;p&gt;
thanks for answer me
&lt;/p&gt;
&lt;p&gt;
and I&amp;#39;m very sorry for my Bad english
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Tue, 05 Oct 2010 10:26:19 -0400</pubDate>
 <dc:creator>gammoudy</dc:creator>
 <guid isPermaLink="false">comment 15569 at http://www.imechanica.org</guid>
</item>
<item>
 <title>damage evolution</title>
 <link>http://www.imechanica.org/node/1125#comment-15424</link>
 <description>&lt;p&gt;
hi every body
&lt;/p&gt;
&lt;p&gt;
i simulated a&amp;nbsp;rigid projectile and deformble target, i used Weldox 460 E Steel for target and use &amp;quot;Johnson-cook&amp;quot; model for damage, but i cannot define &amp;#39;Damage evolution&amp;quot; ! i mean whwn i going to&amp;nbsp;use &amp;quot;Displacement&amp;quot; for damage evolution i cannot find a good value for &amp;quot;Charactersic Length&amp;quot; ! &amp;nbsp;element size for target is 0.2*0.2*0.2mm^3,
&lt;/p&gt;
&lt;p&gt;
can any body help me?
&lt;/p&gt;
&lt;p&gt;
best regards
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Wed, 08 Sep 2010 02:06:46 -0400</pubDate>
 <dc:creator>aydin- kabir</dc:creator>
 <guid isPermaLink="false">comment 15424 at http://www.imechanica.org</guid>
</item>
<item>
 <title>3D edge crack modeling with J-integral method in </title>
 <link>http://www.imechanica.org/node/1125#comment-15300</link>
 <description>&lt;p&gt;
Hi every one,
&lt;/p&gt;
&lt;p&gt;
i am new in this field.
&lt;/p&gt;
&lt;p&gt;
would you please introduce me any step by step modeling of&amp;nbsp; 3D edge crack modeling with J-integral method ?
&lt;/p&gt;
&lt;p&gt;
i can model it in 2D, but have problems in 3D
&lt;/p&gt;
&lt;p&gt;
regards,
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Mon, 16 Aug 2010 13:19:36 -0400</pubDate>
 <dc:creator>payam</dc:creator>
 <guid isPermaLink="false">comment 15300 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Zhenyu:


 


If a</title>
 <link>http://www.imechanica.org/node/1125#comment-13719</link>
 <description>&lt;p&gt;
Zhenyu:
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
If a singularity-based approach can handle it, the CZ model can do it too. In place of K-based criteria, damage induction criteria (similar to yield criteria of plasticity) can be devised based on stresses at the fictitious crack tip to simulate arbitrary crack growth within the CZ model.
&lt;/p&gt;
&lt;p&gt;
The &amp;quot;blast&amp;quot; case you mentioned I would not consider right now a conventiional frature problem we would typically think of dealing with individual cracks, because there are just too many cracks in a blast. The cohesive element model plus some complicated consitutive law applied to the volume seems to me the best approach for the time being. Maybe one day the computer technology has advanced so much, we could simulate all those indivual cracks as indivisuals.
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
Bo
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Wed, 03 Mar 2010 13:51:33 -0500</pubDate>
 <dc:creator>Bo Yang</dc:creator>
 <guid isPermaLink="false">comment 13719 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Wow, ABAQUS should pay you all</title>
 <link>http://www.imechanica.org/node/1125#comment-13717</link>
 <description>&lt;p&gt;
for the research.
&lt;/p&gt;
&lt;p&gt;
Before all the numerical algorithms, do we understand the nature of dynamic fracture, or say, have we discovered any reliable criterion for dynamic crack propagation?
&lt;/p&gt;
&lt;p&gt;
The quasistatic crack propagation has become friendly though, at least, in homogeneous materials.
&lt;/p&gt;
&lt;p&gt;
It seems a lot of us have stopped writing a code of our own. Is this so in order to graduate sooner?...
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
Bo
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Wed, 03 Mar 2010 12:00:15 -0500</pubDate>
 <dc:creator>Bo Yang</dc:creator>
 <guid isPermaLink="false">comment 13717 at http://www.imechanica.org</guid>
</item>
<item>
 <title>David,


your reply</title>
 <link>http://www.imechanica.org/node/1125#comment-13716</link>
 <description>&lt;p&gt;
David,
&lt;/p&gt;
&lt;p&gt;
your reply awakening to do more for my research on crack simuation. Could you please indicate how to determine stress intensity factoers (Ki,KII and KII) using ABAQUS? I highly appreciate for your time.
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;p&gt;
-arasu
&lt;/p&gt;
&lt;p&gt;
&amp;nbsp;
&lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <pubDate>Wed, 03 Mar 2010 06:01:03 -0500</pubDate>
 <dc:creator>arasuk</dc:creator>
 <guid isPermaLink="false">comment 13716 at http://www.imechanica.org</guid>
</item>
<item>
 <title>Fracture in Abaqus</title>
 <link>http://www.imechanica.org/node/1125</link>
 <description>&lt;p&gt;Good morning&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I&amp;#39;m working in Abaqus on modelling  crack propagation. Regards this i have two questions.&lt;/p&gt;
&lt;p&gt;1)I would like to ask if it is possible for Abaqus to create automatic propagation in 2D. What should I do to receive the effect. I&amp;#39;ve defined the crack and in the history Output i&amp;#39;ve defined the crack initiation criterion. There are no warnings, no errors, and in visualization module the effects are miserable. &lt;/p&gt;
&lt;p&gt;2)When I&amp;#39;m trying to plot Crack prop. direction I&amp;#39;m receiving only points in vertical for time=1s, and I would like to receive crack propagation for different state of times, different moments.&lt;/p&gt;
&lt;p&gt;P.s. Sorry for my english, I hope everything is clear enough to understand this post. I hope someone can help me.&lt;/p&gt;
&lt;p&gt;Regards&lt;/p&gt;
&lt;p&gt;Michael Borowicz &lt;/p&gt;
&lt;br class=&quot;clear&quot; /&gt;</description>
 <comments>http://www.imechanica.org/node/1125#comments</comments>
 <category domain="http://www.imechanica.org/taxonomy/term/666">Fracture Mechanics Forum</category>
 <pubDate>Tue, 27 Mar 2007 05:57:20 -0400</pubDate>
 <dc:creator>Michael Borowicz</dc:creator>
 <guid isPermaLink="false">1125 at http://www.imechanica.org</guid>
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