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		<title><![CDATA[Cervenka Consulting Forums — Shear retention factor of fiber reinforced concrete]]></title>
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		<description><![CDATA[The most recent posts in Shear retention factor of fiber reinforced concrete.]]></description>
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			<title><![CDATA[Re: Shear retention factor of fiber reinforced concrete]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4897#p4897</link>
			<description><![CDATA[<p>Hello Petr,<br />Can you please let me know what material are you using in GID for concrete ? <br />Or send me your model with the problem&nbsp; to cervenka@cervenka.cz</p><p>Regards,<br />Mohamad</p>]]></description>
			<author><![CDATA[null@example.com (mohamad.ahmad)]]></author>
			<pubDate>Tue, 08 Mar 2022 14:35:03 +0000</pubDate>
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			<title><![CDATA[Shear retention factor of fiber reinforced concrete]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4891#p4891</link>
			<description><![CDATA[<p>Hello,</p><p>I am modelling composite steel-concrete frame joint with fiber reinforced concrete slab in Atena Science. I would like to know shear retention factor of fiber reinforced concrete. In the literature I found a procedure for calculating only in case of rebars reinforcement (ATENA Program Documentation, Part 1, Theory), not for dispersed reinforcement. Can I use this procedure also for the case of dispersed reinforcement?</p><p>I suppose to multiply the volume of fibers (e.g. 1%) by 0.4 (effective orientation factor of steel fibers) to obtain a factor &quot;p&quot; that takes into account the degree of reinforcement. Is it correct procedure to obtain shear retention factor of fiber reinforced concrete?</p><p>Thank you.</p><p>Petr</p>]]></description>
			<author><![CDATA[null@example.com (Petr12)]]></author>
			<pubDate>Thu, 03 Mar 2022 11:24:24 +0000</pubDate>
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