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		<title><![CDATA[Cervenka Consulting Forums — Punching reinforcement modeling]]></title>
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		<description><![CDATA[The most recent posts in Punching reinforcement modeling.]]></description>
		<lastBuildDate>Mon, 07 Dec 2020 14:15:26 +0000</lastBuildDate>
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			<title><![CDATA[Re: Punching reinforcement modeling]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4742#p4742</link>
			<description><![CDATA[<p>Hi Pavel,<br />no need to have bond for stirrups but in case you want to model it with bond so your idea correct it should be fixed both</p>]]></description>
			<author><![CDATA[null@example.com (mohamad.ahmad)]]></author>
			<pubDate>Mon, 07 Dec 2020 14:15:26 +0000</pubDate>
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			<title><![CDATA[Punching reinforcement modeling]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4741#p4741</link>
			<description><![CDATA[<p>Hello,</p><p>What is the best way for modeling punching reinforcement in GiD? Especially these options I am interested in:<br />1) Peikko PSB double headed studs: <a href="https://www.peikko.com/products/product/psb-reinforcement-system/technical-information/">https://www.peikko.com/products/product … formation/</a><br />2) Closed stirrups like these: <a href="https://ars.els-cdn.com/content/image/1-s2.0-S1687404814001023-gr1.jpg">https://ars.els-cdn.com/content/image/1 … 23-gr1.jpg</a><br />3) One legged single ties, (c) on the picture from here: <a href="https://www.researchgate.net/profile/Mauricio_Ferreira2/publication/262743716/figure/fig1/AS:614026698555412@1523406781498/Types-of-shear-reinforcement-for-slab-column-connections.png">https://www.researchgate.net/profile/Ma … ctions.png</a></p><p>I have only one idea to model it as a bar with fixed start and end with user defined bond law. Is this the correct approach? Is there any experimental validations of such problems in ATENA?</p>]]></description>
			<author><![CDATA[null@example.com (pavlo)]]></author>
			<pubDate>Fri, 04 Dec 2020 20:53:00 +0000</pubDate>
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