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		<title><![CDATA[Cervenka Consulting Forums — FE model of interaction]]></title>
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		<description><![CDATA[The most recent posts in FE model of interaction.]]></description>
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			<title><![CDATA[Re: FE model of interaction]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=2805#p2805</link>
			<description><![CDATA[<p>This depends on the way you choose to model the FRP strengthening. Please read section &quot;2.1.8 How to model carbon or glass fibre wrap (CFRP, GFRP) strengthening in ATENA?&quot; of the ATENA Troubleshooting Manual.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 25 Feb 2013 09:42:56 +0000</pubDate>
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			<title><![CDATA[FE model of interaction]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=2802#p2802</link>
			<description><![CDATA[<p>Sir,<br />How does the FE model caters the interaction between the FRP sheet and concrete after debonding specifically?</p>]]></description>
			<author><![CDATA[null@example.com (ramkrishna)]]></author>
			<pubDate>Sun, 24 Feb 2013 08:26:45 +0000</pubDate>
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