


{"id":288590,"date":"2023-06-13T19:28:06","date_gmt":"2023-06-13T19:28:06","guid":{"rendered":"\/forum\/forums\/reply\/288590\/"},"modified":"2023-06-13T19:28:06","modified_gmt":"2023-06-13T19:28:06","slug":"288590","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/288590\/","title":{"rendered":"Reply To: Contact region with high Newton raphson residuals"},"content":{"rendered":"<p>&lt;p class=&#8221;MsoNormal&#8221;&gt;It is not clear to me from your description, and the pictures, if the convergence failure is indicative of a numerical instability or a physical instability.&lt;\/p&gt;&lt;p class=&#8221;MsoNormal&#8221;&gt;What is your expectation for this application?&lt;\/p&gt;&lt;p class=&#8221;MsoNormal&#8221;&gt;Sometimes it is helpful to post process reaction force vs displacement to ascertain the state of structural stiffness at the point of non-convergence.&lt;\/p&gt;&lt;p class=&#8221;MsoNormal&#8221;&gt;If the structure is going completely plastic thru an entire cross section and CZM is beginning, perhaps the structure lacks sufficient stiffness to resist further loading and the non-convergence is indicative of a physical failure.&lt;\/p&gt;&lt;p class=&#8221;MsoNormal&#8221;&gt;If there is plenty of stiffness in the structure and the convergence failure is exclusively a numerical instability, you could try a number of different things in addition to what you already mentioned about contact stiffness factor:&lt;\/p&gt;&lt;ul class=&#8221;topic-with-bgcolor&#8221; type=&#8221;disc&#8221;&gt;&lt;li class=&#8221;MsoListParagraph hassub&#8221;&gt;Use many more substeps<\/li>\n<p>&lt;li class=&#8221;MsoListParagraph hassub&#8221;&gt;Add stabilization damping<\/li>\n<p>&lt;li class=&#8221;MsoListParagraph hassub&#8221;&gt;Try dropping midside nodes (in the first pictures you shared, there appeared to be some local hour glassing in a few of the elements at the corner)<\/li>\n<p>&lt;li class=&#8221;MsoListParagraph hassub&#8221;&gt;Sometimes, it helps to add a frictional contact pair on top of the bonded pair to help stabilize the elements at the CZM surface after debonding begins.<\/li>\n<p>&lt;li class=&#8221;MsoListParagraph hassub&#8221;&gt;Force Full Unsymmetric solver (for enhanced solver robustness after debonding)<\/li>\n<p>&lt;li class=&#8221;MsoListParagraph hassub&#8221;&gt;Consider adding local damping to the CZM material model (refer to Section 4.20.5 on &lsquo;Viscous Regulation&rsquo; of CZM in the Material Reference Guide.<\/li>\n<\/ul>\n","protected":false},"template":"","class_list":["post-288590","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"It is not clear to me from your description, and the pictures, if the convergence failure is indicative of a numerical instability or a physical instability.What is your expectation for 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