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	<title type="html"><![CDATA[Cervenka Consulting Forums — Newton-Raphson]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=637&amp;type=atom" />
	<updated>2012-12-03T10:42:46Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=637</id>
		<entry>
			<title type="html"><![CDATA[Re: Newton-Raphson]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=1661#p1661" />
			<content type="html"><![CDATA[<p>Dear Irene, <br />the Newton-Raphson solution method in ATENA can be set to both Full N-R and Modified N-R. For Full N-R, use tangent stiffness matrix updated in each iteration. For Modified N-R, set the stiffnes matrix to be only updated once in each load step (if you do so, it is recommended to also switch to elastic stiffness matrix).</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2012-12-03T10:42:46Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=1661#p1661</id>
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		<entry>
			<title type="html"><![CDATA[Newton-Raphson]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=1650#p1650" />
			<content type="html"><![CDATA[<p>Hello,</p><p>In Solution Parameters, there are two solution methods to select; Newton-Raphson and Arc Length. For the Newton-Raphson, is it the combination of Full Newton-Raphson Method and Modified Newton Raphson Method ? Or only Full Newton-Raphson Method? </p><p>TQ</p>]]></content>
			<author>
				<name><![CDATA[irene]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=253</uri>
			</author>
			<updated>2012-11-29T09:24:40Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=1650#p1650</id>
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