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		<title><![CDATA[Cervenka Consulting Forums — reinforcement Bond model]]></title>
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		<description><![CDATA[The most recent posts in reinforcement Bond model.]]></description>
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			<title><![CDATA[Re: reinforcement Bond model]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=5218#p5218</link>
			<description><![CDATA[<p>In general, the bond model is mostly used in areas of anchorage, where slips might be expected.</p><p>It depends what you want to study. But what I understand the debonding in ECC concrete is delayed compared to standard concretes so it will probably lower effect on load bearing capacity of such structure.</p>]]></description>
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			<pubDate>Fri, 24 Oct 2025 10:54:33 +0000</pubDate>
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			<title><![CDATA[reinforcement Bond model]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=5215#p5215</link>
			<description><![CDATA[<p>When do we need to use the reinforcement Bond model? Is it always necessary?<br />In modeling a shear wall made of ECC concrete or a beam with the same material properties, should we use it as well?</p>]]></description>
			<author><![CDATA[null@example.com (Amirhossein)]]></author>
			<pubDate>Wed, 22 Oct 2025 13:29:00 +0000</pubDate>
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