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		<title><![CDATA[Cervenka Consulting Forums — Stiffness values for GAP material properties]]></title>
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		<description><![CDATA[The most recent posts in Stiffness values for GAP material properties.]]></description>
		<lastBuildDate>Tue, 09 Oct 2007 13:26:39 +0000</lastBuildDate>
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			<title><![CDATA[Re: Stiffness values for GAP material properties]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=14#p14</link>
			<description><![CDATA[<p>thank you&nbsp; ! i was still looking at 3.3.0 Theory manual. its making more sense now.</p>]]></description>
			<author><![CDATA[null@example.com (Franz)]]></author>
			<pubDate>Tue, 09 Oct 2007 13:26:39 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=14#p14</guid>
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			<title><![CDATA[Re: Stiffness values for GAP material properties]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=12#p12</link>
			<description><![CDATA[<p>i) yes, the gap/interface material parameters are related to surface (not volume)</p><p>The influence of cohesion, friction, and tensile strength is best cleared in chapter 2.5 &quot;Interface Material Model&quot; of the Atena Theory Manual (includes&nbsp; figures showing the failure surface and displacement-stress diagrams). You can download the latest version of the manual from our web (Products - Atena - Manuals - ATENA Theory) <a href="http://www.cervenka.cz/assets/files/atena-pdf/Atena%20Theory.pdf">http://www.cervenka.cz/assets/files/ate … Theory.pdf</a></p><p>ii) yes</p><p>iii) the Ktt_min and Knn_min should be greater than 0 and smaller than Ktt or Knn, the recommended values are {Ktt,Knn}_min=Ktt{Knn}/1000. They define the tangential and normal stiffness AFTER failure (this is needed to prevent numerical problems).</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Fri, 05 Oct 2007 13:19:28 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=12#p12</guid>
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			<title><![CDATA[Stiffness values for GAP material properties]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=9#p9</link>
			<description><![CDATA[<p>Hi,</p><p>First: What I&#039;m trying to do</p><p>I am modeling shear bond strength between old and new concrete. This means i have a contact surface between the substrate (old) and overlay (new) concrete. to test this i am basically creating a cube (150mm3) with two halves of different strength concrete and shearing them at the interface.</p><p>now...</p><p>in Atena, i am modeling this with a GAP material between the two surfaces. at this stage i am still playing around with the cohesion and friction factors to see their direct influence while keeping tensile constant. Am I correct in assuming that:</p><p>i) the Gap material is not a &quot;filler&quot; or &quot;physical&quot; material but&nbsp; rather description parameters for the behavior and surface properties of the contact between the surfaces ?</p><p>This would imply that:<br /> - Cohesion is actually adhesion between the contact planes and <br /> - friction would indicate a mechanical friction coefficient between the planes<br /> - the tensile strength is an indication of the pull-off bond strength capacity of the two surfaces. would cohesion and tensile strength not be the same then or do is the assumption for cohesion wrong?</p><p>ii) Would the Tangential and Normal Stiffness coefficients be the Stress / displacement slope up to failure ? you would calculate this by normal (or tangential) force / area / displacement to failure ?</p><p>iii) the min Ktt and Knn values used for computing be the failure slope (i.e. -&gt; surface failed in normal or tangent when this value is reached and Ktt min is always less than Ktt (same for Knn)) ?</p><p>also, where can i get more info on the theory behind the gap material parameters ? </p><p>Thanks</p>]]></description>
			<author><![CDATA[null@example.com (Franz)]]></author>
			<pubDate>Tue, 02 Oct 2007 13:47:03 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=9#p9</guid>
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