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	<title type="html"><![CDATA[Cervenka Consulting Forums — element jacobian]]></title>
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	<updated>2014-05-12T06:18:28Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=1722</id>
		<entry>
			<title type="html"><![CDATA[Re: element jacobian]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3154#p3154" />
			<content type="html"><![CDATA[<p>Hello, please see ATENA Troubleshooting, 2.2.6 Floating point problems - Division by zero, Loss of &gt;7 digits on the matrix diagonal, Warning: Sign of diagonal changed when reducing equation, Floating point exception: Multiple floating points traps, Zero or negative jacobian, InvertA: zero determinant, CCMaterials Extended AExc: CC5ParamYield F:project_stress_on_f_division by zero, and similar and 2.1.23 My analysis results do not match the experiment/expectations.<br />How can I improve my model? The latest version of the document is available from our web under Products - ATENA - Documentation. </p><p>Without knowing details about your beam (sketch, material, boundary conditions, ...), I am afraid it is impossible to guess the load capacity...</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2014-05-12T06:18:28Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3154#p3154</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[element jacobian]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3153#p3153" />
			<content type="html"><![CDATA[<p>hello..im using 2D engineering atena.demo version.</p><p>1) i would like to ask. im using 0.1700 as my element size for concrete and it pass to mesh. but when i tried to run the result it failed. </p><p>CCFEModelExc: Negative or zero value of element jacobian.<br />-9.11414e-005, in element id:28, group id: 1, name :Quads Macroelement No 1,Source line 285 File C:\Atenav5\sources\include\CCIsoEement\calculate_element.h</p><p>2) i tried to run result for beam with square opening of 150x150mm located near support. I applied until 60 analysis steps. was it logic if i get -1.496E-01 MN for load?? it is the highest load i get</p>]]></content>
			<author>
				<name><![CDATA[ainn]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=24808</uri>
			</author>
			<updated>2014-05-08T04:56:09Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3153#p3153</id>
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