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	<title type="html"><![CDATA[Cervenka Consulting Forums — Meshing and Loading]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=2165&amp;type=atom" />
	<updated>2020-02-24T15:14:20Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=2165</id>
		<entry>
			<title type="html"><![CDATA[Re: Meshing and Loading]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4518#p4518" />
			<content type="html"><![CDATA[<p>Dear hasnat1947,<br />1. it is not clear which of the ATENA programs you are using? Meshing somewhat differs between ATENA Engineering 2D, Engineering 3D, and Science/GiD... I suggest to first check the corresponding User&#039;s Manual (I assume you have already proceeeded through the corresponding Tutorial example). </p><p>2. If you seek help with your particular modelling, please follow Troubleshooting, 2.1.1 to send us your model along with sketches/photos + explanation of what you are modelling, including any graphs or similar illustrating what you do not like/find suspitious. </p><p>My blind guess: unsymmetrical localization can occur even for a (nominally) symmetrical setup, in nonlinear FEM analysis essentially the same way as in a real experiment. </p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2020-02-24T15:14:20Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4518#p4518</id>
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		<entry>
			<title type="html"><![CDATA[Meshing and Loading]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4504#p4504" />
			<content type="html"><![CDATA[<p>Dear All,</p><p>1) How I can refine my mesh to specific area, for instance, finer mesh closer to steel and coarser mesh beyond steel?</p><p>2) I am simulating four point bending test, applied same load on steel plates, but in L-D diagram both load have different behavior. In real case both load should be same, how I can enforce a condition that load always behave same. <br />Is it a right way, if I model a new steel plate above an existing two steel plates and apply a single load centrally ? </p><p>Regards</p>]]></content>
			<author>
				<name><![CDATA[hasnat1947]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25681</uri>
			</author>
			<updated>2020-02-14T13:27:24Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4504#p4504</id>
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