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	<title type="html"><![CDATA[Cervenka Consulting Forums — Fatigue Analysis]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=47&amp;type=atom" />
	<updated>2008-11-18T09:03:59Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=47</id>
		<entry>
			<title type="html"><![CDATA[Re: Fatigue Analysis]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=72#p72" />
			<content type="html"><![CDATA[<p>The fatigue model is under development, so far only a special one for a particular customer has been implemented in version 4.1.1 (concrete in tension). Please contact us using our contact email (cervenka) with a brief description of the problem you need to model. If you are an ATENA user already, please also include your licence number (WR).</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2008-11-18T09:03:59Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=72#p72</id>
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		<entry>
			<title type="html"><![CDATA[Fatigue Analysis]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=71#p71" />
			<content type="html"><![CDATA[<p>Hi,</p><p>I am new with ATENA. I would like to ask if ATENA has an option of fatigue analysis for reinforced concrete elements. And how far can ATENA support this thing? For instant, including statical/dynamical loading, time-depending effects..</p><p>Thank you,</p>]]></content>
			<author>
				<name><![CDATA[tnlinh]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=216</uri>
			</author>
			<updated>2008-11-17T07:51:22Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=71#p71</id>
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