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	<title type="html"><![CDATA[Cervenka Consulting Forums — Difference: Element Type and Element Geometry]]></title>
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	<updated>2022-05-26T13:08:27Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=2280</id>
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			<title type="html"><![CDATA[Re: Difference: Element Type and Element Geometry]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4905#p4905" />
			<content type="html"><![CDATA[<p>Dear Felix,<br />1- We use quadratic when we have shell elements, or very coarse mesh because the model so large, but in general cases keep using normal<br />2- As Pavel explained above (Thanks Pavel)</p><p>You can send your model to us tp cervenka@cervenka.cz&nbsp; in case you need any help</p><p>Regards,<br />Mohamad</p>]]></content>
			<author>
				<name><![CDATA[mohamad.ahmad]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25783</uri>
			</author>
			<updated>2022-05-26T13:08:27Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4905#p4905</id>
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		<entry>
			<title type="html"><![CDATA[Re: Difference: Element Type and Element Geometry]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4900#p4900" />
			<content type="html"><![CDATA[<p>Hi Felix</p><p>1) yes, that&#039;s right in general. I would recommend to use normal type unless you are certain that you need quadratic.<br />2) This setting is only for geometrical nonlinearity during iterating process. All ATENA materials are geometrically nonlinear by default, this is a special setting that is not needed in most of the cases.</p><p>Hope it helps,</p><p>Pavel.</p>]]></content>
			<author>
				<name><![CDATA[pavlo]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25545</uri>
			</author>
			<updated>2022-03-29T19:19:59Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4900#p4900</id>
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		<entry>
			<title type="html"><![CDATA[Difference: Element Type and Element Geometry]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4899#p4899" />
			<content type="html"><![CDATA[<p>Hello,</p><p>I&#039;m currently working with GiD and ATENA to simulate some existing beam-experiments and trying to find the best settings to approximate those. I already worked through the manuals and did the GiD-Tutorial, but I am still a bit confused about the difference between &#039;element type&#039; and &#039;element geometry&#039; and how it effects the calculation/simulation. Two questions:</p><p>1. For a 3D-simulation I choose hexahedra-elements and the type &#039;normal&#039; which should create 8 nodes for each element. If I choose the type &#039;quadratic&#039; (Mesh&gt;Quadratic type&gt;Quadratic) the elements are now a 20 node brick-element, right?</p><p>2. If I want the calculation to be nonlinear I need to adjust the &#039;element geometry&#039; in the materials-settings to NONLINEAR and choose the quadratic-mesh too. If I just choose a qudratic-mesh without adjusting the element geometry it would still not be a nonlinear calculation, right?</p><br /><p>Your help would be very appreciated!</p><p>Thanks and best regards<br />Felix</p>]]></content>
			<author>
				<name><![CDATA[Felix W]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25894</uri>
			</author>
			<updated>2022-03-25T10:11:54Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4899#p4899</id>
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