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	<title type="html"><![CDATA[Cervenka Consulting Forums — TENSION SOFTENING]]></title>
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	<updated>2014-11-16T11:02:05Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=1757</id>
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			<title type="html"><![CDATA[Re: TENSION SOFTENING]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3239#p3239" />
			<content type="html"><![CDATA[<p>Dear samuelhanna93, basically, you should use the default = exponential softening, unless you have a specific reason to choose another (e.g., modelling fibre reinforced concrete).</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2014-11-16T11:02:05Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3239#p3239</id>
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		<entry>
			<title type="html"><![CDATA[TENSION SOFTENING]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3238#p3238" />
			<content type="html"><![CDATA[<p>HELLO,<br />IN ATENA theory , there are five softening models included in SBETA material model with explain of each with equations but on what basis i can choose them in analysis of ultimate load or any other analysis?</p>]]></content>
			<author>
				<name><![CDATA[samuelhanna93]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=24934</uri>
			</author>
			<updated>2014-11-15T10:46:43Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3238#p3238</id>
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