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	<title type="html"><![CDATA[Cervenka Consulting Forums — material model for concrete under cyclic loading]]></title>
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	<updated>2015-02-09T11:14:59Z</updated>
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			<title type="html"><![CDATA[Re: material model for concrete under cyclic loading]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3275#p3275" />
			<content type="html"><![CDATA[<p>Hello stefan_k, have you already looked at the &quot;UNLOADING&quot; parameter of the NLCem2 material model family? </p><p>The NLCem2Fatigue material is only available through the ATENA-GiD user interface of ATENA Science. See ATENA-GiD User&#039;s Manaul, 5.4.1 Fatigue and 5.3.1.3 CC3DNonLinCementitious2Fatigue for more information.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
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			<updated>2015-02-09T11:14:59Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3275#p3275</id>
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			<title type="html"><![CDATA[material model for concrete under cyclic loading]]></title>
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			<content type="html"><![CDATA[<p>Hi,<br />This is Stefan from Germany again.<br />In the manual I found something about a &quot;Cycling Reinforcement&quot; (1D Cyclic, Pinto-Menegoto) material model. Is there something simular to this for the behaviour of concrete.<br />Something that degrades the stiffness from cycle to cycle?</p><p>I read a paper online: &quot;Material model for finite element modelling of fatigue crack growth<br />in concrete&quot; by Pryl Dobromil*, Cervenka Jan, Pukl Radomir </p><p>How can I use the described model in ATENA? I got version 5. A 2D Simulation may be sufficient for the beginning. <br />Is it part of the CC Basic Materials which you can choose in the formular?<br />best regards,<br />Stefan</p>]]></content>
			<author>
				<name><![CDATA[stefan_k]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=24965</uri>
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			<updated>2015-02-08T22:20:40Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3273#p3273</id>
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