<?xml version="1.0" encoding="utf-8"?>
<rss version="2.0" xmlns:atom="http://www.w3.org/2005/Atom">
	<channel>
		<title><![CDATA[Cervenka Consulting Forums — Modelling Fire]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=43</link>
		<atom:link href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=43&amp;type=rss" rel="self" type="application/rss+xml" />
		<description><![CDATA[The most recent posts in Modelling Fire.]]></description>
		<lastBuildDate>Tue, 25 Oct 2011 07:57:38 +0000</lastBuildDate>
		<generator>PunBB</generator>
		<item>
			<title><![CDATA[Re: Modelling Fire]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=691#p691</link>
			<description><![CDATA[<p>&gt; If I have defined multiple load intervals (e.g. 1,2,3) in GiD for AtenaStatic, then these loading intervals are applied in the calculation one after another, correct?</p><p>Yes. </p><p>&gt; So if the first interval is a temperature load and the second an external force, the external force is applied once the temperature load is finished.</p><p>Yes. </p><p>&gt; However, if my previous statement is correct, does the model continues to take into account the temperature of the concrete and reinforcement during the second interval (during the loading)?</p><p>Yes, load are incremental. In other words, &quot;0&quot; means &quot;no change&quot; (of the prescibed displacement, force, temperature; imported thermal results are applied as thermal load in static analysis). </p><p>&gt; =&gt; Is the temperature distribution within the concrete assumed constant during the second loading interval?</p><p>Yes. You can check this looking at the ELEMENT_TOTAL_TEMPERATURE values in runtime or postprocessor.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Tue, 25 Oct 2011 07:57:38 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=691#p691</guid>
		</item>
		<item>
			<title><![CDATA[Re: Modelling Fire]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=677#p677</link>
			<description><![CDATA[<p>A quick question which relates to this one:</p><p>If I have defined multiple load intervals (e.g. 1,2,3) in GiD for AtenaStatic, then these loading intervals are applied in the calculation one after another, correct?<br />So if the first interval is a temperature load and the second an external force, the external force is applied once the temperature load is finished.</p><p>However, if my previous statement is correct, does the model continues to take into account the temperature of the concrete and reinforcement during the second interval (during the loading)?<br />=&gt; Is the temperature distribution within the concrete assumed constant during the second loading interval?</p><p>Thank you very much.</p><p>Best regards,<br />Ruben</p>]]></description>
			<author><![CDATA[null@example.com (ruben.vancoile)]]></author>
			<pubDate>Thu, 20 Oct 2011 13:43:30 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=677#p677</guid>
		</item>
		<item>
			<title><![CDATA[Re: Modelling Fire]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=61#p61</link>
			<description><![CDATA[<p>Dear Dr. Romero,</p><p>for the modelling of fire in ATENA, it is recommended to use GID<br />as a preprocessor. There you define the fire loading by specifying<br />certain temperature history along the heated surface. Currently<br />there is no direct support for the ISO 834 curve, but you can<br />define it manually by specifying the temperature evolution history<br />along the heated surface. I would recomment that you divide<br />the ISO curve into several intervals about 5-6, in each interval<br />will be then subdivided into several steps, which will assume<br />a linear temperature increase.</p><p>Please do no hesitate to contact us in case you have<br />more questions.</p><p>With best regards</p><p>Jan Cervenka</p>]]></description>
			<author><![CDATA[null@example.com (JanCervenka)]]></author>
			<pubDate>Thu, 17 Apr 2008 10:00:20 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=61#p61</guid>
		</item>
		<item>
			<title><![CDATA[Modelling Fire]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=60#p60</link>
			<description><![CDATA[<p>I would like to know how I can to include a curve ISO 834 of fire.<br />With regards.<br />Dr. Manuel L. Romero</p>]]></description>
			<author><![CDATA[null@example.com (mlromero)]]></author>
			<pubDate>Wed, 16 Apr 2008 11:34:15 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=60#p60</guid>
		</item>
	</channel>
</rss>
