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	<title type="html"><![CDATA[Cervenka Consulting Forums — Failure way far from expected]]></title>
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	<updated>2015-10-29T10:20:26Z</updated>
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			<title type="html"><![CDATA[Re: Failure way far from expected]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3380#p3380" />
			<content type="html"><![CDATA[<p>Hello Patrick, <br />1. please make sure you are using the current ATENA version (5.1.2d - there were some problems with the material model, especially under cyclic loading, in the earlier 5.0.x and 5.1.x versions). </p><p>2. Please send us your model (Troubleshooting, 2.1.1). </p><p>Best regards, <br />Dobromil</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
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			<updated>2015-10-29T10:20:26Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3380#p3380</id>
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		<entry>
			<title type="html"><![CDATA[Failure way far from expected]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3376#p3376" />
			<content type="html"><![CDATA[<p>Hello Guys,<br />I am Patrick Alrassy a Graduate student at the university of Texas at Austin.<br />I am modeling a Reinforced concrete Column on Atena 3D sitting on a footing. And I applied cyclic loading to it (Displacement reversals). I did everything to improve the convergence: Mesh sensitivity analysis, Displacement convergence error , Break Criteria, Increase the number of load steps. But my column is failing at a very very low cycle(0.2% Drift ratio) compared to the actual experiment (4.5 %) . Can Anyone help me find the reason of the early failure? <br />your help is so much appreciated.<br />Thank you <br />Patrick</p>]]></content>
			<author>
				<name><![CDATA[patrickalrassy]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25101</uri>
			</author>
			<updated>2015-10-22T23:07:12Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3376#p3376</id>
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