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	<title type="html"><![CDATA[Cervenka Consulting Forums — Drucker Prager for Concrete]]></title>
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	<updated>2020-04-09T07:12:15Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=2180</id>
		<entry>
			<title type="html"><![CDATA[Re: Drucker Prager for Concrete]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4569#p4569" />
			<content type="html"><![CDATA[<p>Dear Jose Jimenez, <br />I recommend to first check the Interface material parameters. We recommend to start with the recommendations from ATENA Troubleshooting, 2.2.14 I have problems when using the Interface (GAP) material on contacts. </p><p>If you still have problems, you can follow ATENA Troubleshooting, 2.1.1 to send us your model etc. such that we can help you find an efficient way of modelling. </p><p>In general, I do not think combining Interface elements with a layer of another material, both representing the contact, can be a good idea - you would need to make sure these 2 things represent each some aspect of the contact, and there are many parameters to be guessed... </p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2020-04-09T07:12:15Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4569#p4569</id>
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		<entry>
			<title type="html"><![CDATA[Drucker Prager for Concrete]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4568#p4568" />
			<content type="html"><![CDATA[<p>Hello,</p><p>I&#039;m trying to make a 2D model of delamination between concrete and FRP. I would like to concentrate most nonlinear behavior on interface elements so I can calibrate them, however when using Sbeta material for concrete I get cracks in the zone immediately next to the interface elements.</p><p>I have noticed that by surrounding the interface elements with concrete modelled with Drucker Prager constitutive I avoid getting cracks, however I don&#039;t know if it&#039;s correct to model the same concrete with two different constitutives. Is there any way to avoid cracks and stress concentrations on Sbeta material?</p><p>Best regards</p><p>Jose Jimenez</p>]]></content>
			<author>
				<name><![CDATA[jljimene]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25135</uri>
			</author>
			<updated>2020-04-08T16:00:36Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4568#p4568</id>
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