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	<title type="html"><![CDATA[Cervenka Consulting Forums — thin-walled sheeting]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=396&amp;type=atom" />
	<updated>2012-03-09T10:38:19Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=396</id>
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			<title type="html"><![CDATA[Re: thin-walled sheeting]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=981#p981" />
			<content type="html"><![CDATA[<p>Hello Josef, please understand that when using volume elements for regions under bending, at least 4 elements per thickness are needed (for qualitative-only results, more elements are needed for quantitative results; search the web for &quot;shear locking&quot; to get background info about related phenomena). I would recommend to use shell elements for the sheeting (see the manuals for details on using shells in ATENA). You can also read the suggestions (FAQ + Known Issues on our web, Troubleshooting Manual) related to FRP strengthening, as they contain answers and recommendations for a very similar situation, i.e., a thin layer in bending attached to a larger structural member.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2012-03-09T10:38:19Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=981#p981</id>
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		<entry>
			<title type="html"><![CDATA[thin-walled sheeting]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=980#p980" />
			<content type="html"><![CDATA[<p>Hello,<br />I try to model a composite slab using thin-walled sheeting with embossments in Atena-GID. <br />The problem is how to model the thin-walled sheeting (1mm thickness). I need to see a deformation of the sheeting perpendicular to its plane. I use Steel VonMises 3D material and tetrahedra elements. But concrete block is deformed instead of the thin-walled sheeting during the calculation. The calculation is aborded due to violation of stop iteration criteria and the shape returns to its initial stage.<br />If there is a necessity to set up large deformations for calculation, then how to do it? Or how to set up the sheeting to be deformed?</p><p>Thank you in advance<br />Josef</p>]]></content>
			<author>
				<name><![CDATA[hohooo]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=12298</uri>
			</author>
			<updated>2012-03-09T08:49:30Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=980#p980</id>
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