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		<title><![CDATA[Cervenka Consulting Forums — TENSION SOFTENING]]></title>
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			<title><![CDATA[Re: TENSION SOFTENING]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3239#p3239</link>
			<description><![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>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Sun, 16 Nov 2014 11:02:05 +0000</pubDate>
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			<title><![CDATA[TENSION SOFTENING]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3238#p3238</link>
			<description><![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>]]></description>
			<author><![CDATA[null@example.com (samuelhanna93)]]></author>
			<pubDate>Sat, 15 Nov 2014 10:46:43 +0000</pubDate>
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