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		<title><![CDATA[Cervenka Consulting Forums — Application of prestressing force]]></title>
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		<description><![CDATA[The most recent posts in Application of prestressing force.]]></description>
		<lastBuildDate>Fri, 05 Jun 2015 20:35:57 +0000</lastBuildDate>
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			<title><![CDATA[Re: Application of prestressing force]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3336#p3336</link>
			<description><![CDATA[<p>Hello, sorry, I don&#039;t understand what problem you have - please send us your model(s) along with the Load-Displacement graphs or other comparison showing what you find unexpected (see also ATENA Troubleshooting, 2.1.1).</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Fri, 05 Jun 2015 20:35:57 +0000</pubDate>
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			<title><![CDATA[Application of prestressing force]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3335#p3335</link>
			<description><![CDATA[<p>Hello,</p><p>I was wondering if the prestressing force is meant to be applied in a single load stage or can it be applied in multiple stages. I was interested in modeling the release of the strands and so the only loads on the girder were self-weight and prestressing force.</p><p>When applying the prestressing force in stages, the force in the strands would decrease considerably with every mesh refinement. This problem was eliminated when I applied the prestressing force in one load stage.</p><p>Thanks,</p><p>Roya</p>]]></description>
			<author><![CDATA[null@example.com (rabyaneh)]]></author>
			<pubDate>Fri, 05 Jun 2015 14:52:10 +0000</pubDate>
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