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		<title><![CDATA[Cervenka Consulting Forums — 3D Brick/shell/plate thickness]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=217</link>
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		<description><![CDATA[The most recent posts in 3D Brick/shell/plate thickness.]]></description>
		<lastBuildDate>Fri, 23 Mar 2012 09:55:29 +0000</lastBuildDate>
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			<title><![CDATA[Re: 3D Brick/shell/plate thickness]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=1011#p1011</link>
			<description><![CDATA[<p>Dear Irene, first of all, you can model the 2 layers as a single epoxy macroelement with 2 internal reinforcement layers. <br />Other than that, without seeing your model, it is hard to guess if there is some modelling error or if you really hit the limit due to the precision setting. I Definitely recommend to use the latest version (4.3.0k as of March 2012).</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Fri, 23 Mar 2012 09:55:29 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=1011#p1011</guid>
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			<title><![CDATA[Re: 3D Brick/shell/plate thickness]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=1009#p1009</link>
			<description><![CDATA[<p>Hello,<br />I have the same problem with Robin.When the model precision is 4 decimals 1mm shell plate is not accepted.It is accepted only when I change the precision to 5 decimals.I want to simulate 2layers of frp 0.26mm thick and i can&#039;t manage it.Can you help me?<br />Thank you,<br />Irene</p>]]></description>
			<author><![CDATA[null@example.com (-eirini-)]]></author>
			<pubDate>Thu, 22 Mar 2012 19:57:09 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=1009#p1009</guid>
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			<title><![CDATA[Re: 3D Brick/shell/plate thickness]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=563#p563</link>
			<description><![CDATA[<p>Dear Robin, it is hard to guess the problem source without seeing your model (you can send it to our general support address along with a problem description and your ATENA User ID - WR). Shell elements with thickness about 1mm are being used by many users - this can not be the only reason. Maybe you have accidentally changed the model precision (default is 1e-4m = 0.1mm) in Analysis information - Global - Decimal digits)? <br />The most frequent cause of this message is having a point that does not belong to any line (and surface) of the macroelement. Although a point like this is used for monitoring in one of our examples, we do generally not recommend this modelling approach.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Fri, 05 Aug 2011 08:30:46 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=563#p563</guid>
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			<title><![CDATA[3D Brick/shell/plate thickness]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=562#p562</link>
			<description><![CDATA[<p>Hi there,</p><p>Is is possible to define an element thickness of a beam/plate or shell element less than 2mm thick? I have a 1.5mm layer of epoxy which I am trying to model however the program gives the following error when nodes are less than 2mm apart:</p><p>&quot;The joint n.3 is not located inside the macroelement!&quot;</p><p>Regards</p><p>Robin</p>]]></description>
			<author><![CDATA[null@example.com (rkalfat)]]></author>
			<pubDate>Fri, 05 Aug 2011 05:40:37 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=562#p562</guid>
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