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		<title><![CDATA[Cervenka Consulting Forums — Define failure criteria]]></title>
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		<description><![CDATA[The most recent posts in Define failure criteria.]]></description>
		<lastBuildDate>Mon, 16 Oct 2017 08:36:07 +0000</lastBuildDate>
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			<title><![CDATA[Re: Define failure criteria]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3867#p3867</link>
			<description><![CDATA[<p>Dear engomargouda, <br />1. please see ATENA Troubleshooting, 2.1.10 The tensile (or compressive) stresses exceed the tensile (or compressive) strength or yield stress – what is wrong?</p><p>2. Please understand that after reaching the critical compressive displacement (w_d), the resistance becomes (numerically) 0, which means the element can deform (or return towards its initial shape) without resistance. </p><p>3. If you wish to only consider the results until some strain value is reached (anywhere in the model or in selected volumes), you can define a MaxMonitor (See also Troubleshooting, 2.2.19 How can I monitor a surface (or line) load?) and discard or steps after the monitor value reaches your limit. </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 16 Oct 2017 08:36:07 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=3867#p3867</guid>
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			<title><![CDATA[Define failure criteria]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3866#p3866</link>
			<description><![CDATA[<p>Hi all :) </p><p>I wish you are all fine.</p><p>My question is i want to define the crushing strain in concrete, many models continues in running and the strain of concrete in compression reaches 0.01 which is impossible </p><p>So i want to define crushing strain and thank you.</p>]]></description>
			<author><![CDATA[null@example.com (engomargouda)]]></author>
			<pubDate>Fri, 13 Oct 2017 14:35:17 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=3866#p3866</guid>
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