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		<title><![CDATA[Cervenka Consulting Forums — Convergence Issue (ASAP Please)]]></title>
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		<description><![CDATA[The most recent posts in Convergence Issue (ASAP Please).]]></description>
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			<title><![CDATA[Re: Convergence Issue (ASAP Please)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=5174#p5174</link>
			<description><![CDATA[<p>Hello, sorry for late response. Were you able to resolve your problem? Have you tried to contact our hotline cervenka@cervenka.cz?<br />Regards<br />Jan</p>]]></description>
			<author><![CDATA[null@example.com (JanCervenka)]]></author>
			<pubDate>Thu, 20 Feb 2025 21:50:20 +0000</pubDate>
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			<title><![CDATA[Convergence Issue (ASAP Please)]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=5161#p5161</link>
			<description><![CDATA[<p>Dear Atena users, </p><p>I am an undergraduate student pursuing my thesis, &quot;Finite Element Modelling of Residual Tensile Behaviour of Fibre-Reinforced Shotcrete.&quot; The aim is to validate a preliminary study conducted by Foster et al. (2020) under Australian Standards (AS3600-2018).</p><p>The model includes half a dogbone (taken along the thickness), and the material prototype used is &quot;CCNonLinCementious2User.&quot; Based on my research, I have defined the relevant parameters and boundary conditions according to AS3600-2018</p><p>It works fine until the non-linear part of the analysis. I have tried troubleshooting, reducing the mesh size, and increasing the step duration to no avail.</p><p>If you need more information, feel free to ask. I am completely stumped. <img src="https://forums.cervenka.cz/img/smilies/sad.png" width="15" height="15" alt="sad" /></p><p>Kind regards<br />Naveen</p>]]></description>
			<author><![CDATA[null@example.com (naveen.nathan12)]]></author>
			<pubDate>Wed, 18 Dec 2024 08:26:24 +0000</pubDate>
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