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	<title type="html"><![CDATA[Cervenka Consulting Forums — Application of prestressing force]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=1798&amp;type=atom" />
	<updated>2015-06-05T20:35:57Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=1798</id>
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			<title type="html"><![CDATA[Re: Application of prestressing force]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3336#p3336" />
			<content type="html"><![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>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2015-06-05T20:35:57Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3336#p3336</id>
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		<entry>
			<title type="html"><![CDATA[Application of prestressing force]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3335#p3335" />
			<content type="html"><![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>]]></content>
			<author>
				<name><![CDATA[rabyaneh]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25025</uri>
			</author>
			<updated>2015-06-05T14:52:10Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3335#p3335</id>
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